CN107288312A - Ultra-flat terrace construction technology after one improvement - Google Patents
Ultra-flat terrace construction technology after one improvement Download PDFInfo
- Publication number
- CN107288312A CN107288312A CN201710513326.8A CN201710513326A CN107288312A CN 107288312 A CN107288312 A CN 107288312A CN 201710513326 A CN201710513326 A CN 201710513326A CN 107288312 A CN107288312 A CN 107288312A
- Authority
- CN
- China
- Prior art keywords
- steel
- terrace
- flat
- construction
- transmission rod
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
- E04F21/20—Implements for finishing work on buildings for laying flooring
- E04F21/24—Implements for finishing work on buildings for laying flooring of masses made in situ, e.g. smoothing tools
- E04F21/241—Elongated smoothing blades or plates, e.g. screed apparatus
Abstract
One improve after ultra-flat terrace construction technology, its step is:(1) Combined formwork is installed;(2) sheet steel tape system is installed;(3) flush type metal transmission rod and steel tape system are installed;(4) terrace is flattened, leveling ruler is scraped using high-flatness indium steel and strikes off;(5) concrete curing;(6) LCM is constructed;(7) flush type metal transmission rod treatment of construction joints.Formwork elevation measuring is under spirit level cooperation at construction joint of the present invention, precisely facilitate adjusting elevation, steel form is reinforced and fixed by Screw arbor with nut at both-ends, it need not weld, punching, preferably, this method can prevent the rupture of concrete corner angle and both sides sedimentation faulting of slab ends at construction joint to globality, the damage caused on ground using equipment is reduced, terrace maintenance is reduced and brings high cost.
Description
Technical field
The present invention relates to a kind of terrace construction technique, more particularly to a kind of ultra-flat terrace construction technology after improvement.
Background technology
Terrace flatness and requirement for horizontality for the place such as logistic storage, goods delivery center is high, and common is mixed
Solidifying soil surface construction technique can not be met in high flatness, requirement for horizontality, and national standard without levelness standard at all
It is required that, common templates can not ensure that template upper surface is smooth, and sedimentation faulting of slab ends occurs in adjacent two block concretes plate, in use by
In concrete edges and corners fragmentation caused by machine-walking meeting, concrete shrinkage and the problems such as irregular gap.It is contemplated that logical
Cross improvement template, transmission rod etc. to control ultra-flat terrace construction quality, realize terrace flatness, requirement for horizontality.
The content of the invention
There is provided the ultra-flat terrace construction technology after an improvement to achieve the above object by the present invention.
The technical solution used in the present invention:
One improve after ultra-flat terrace construction technology, its step is:
(1) Combined formwork is installed:Template is made using common shaped steel and angle steel, template bottom is 10# channel-section steels, and top is adopted
With the angle steel of ∠ 50 × 50 × 6, it is connected with the middle of channel-section steel and angle steel, facilitates adjusting elevation, sheet metal is welded on the outside of angle steel;
(2) sheet steel tape system is installed:With plastic housing interpolation steel plate combination steel tape, the spacing in channel-section steel template
30-50cm installs plastic housing and steel tape, and is fastened with self-tapping screw, and plastic housing is embedded into concrete when pouring,
After form removable, steel tape is inserted at the reserved hole of plastic housing;
(3) flush type metal transmission rod and steel tape system are installed:In passageway and passage junction, due to frequency of use compared with
Flush type transmission rod, so installing flush type metal transmission rod and steel tape system herein, is welded and fixed by height during pouring construction
On 10# channel-section steels, while adjusting transmission rod upper surface absolute altitude with spirit level, make it consistent with terrace absolute altitude;
(4) terrace is flattened, leveling ruler is scraped using high-flatness indium steel and strikes off:Employ three kinds of high-flatness scrapes leveling ruler, just
The flat stage scrapes leveling ruler progress both sides using double hand-held and struck off, and apparent surface laitance situation during striking off is clear by unnecessary laitance
Third time is carried out after removing to strike off;The cambered surface indium steel of one man operation is scraped leveling ruler using belt length and struck off for three times in length and breadth by the receipts face stage, receives
Face essence flat stage scrapes leveling ruler using the square indium steel of one man operation and struck off for twice;
(5) concrete curing:Start within 6-8 hours after the completion of the receipts face essence flat stage after being cast thin with sprayer water spray covering
Film, then add one layer of maintenance geotextiles to carry out curing concrete 14 days, it is final to ensure ultra-flat terrace surface layer without transverse crack;
(6) LCM is constructed:The receipts face flat staged construction of essence is completed 14-21 days, and progress is uniformly sprayed at sprayer
On ready-made ground, curing agent is pushed away even with mop, its naturally osmotic is then allowed, started after 4-5 hours with narrow fabrics cushion
Sanding machine is processed by shot blasting, plays a part of sealing and curing terrace concrete topping;
(7) flush type metal transmission rod treatment of construction joints:After 1 month, due to temperature change, two panels steel plate is drawn
Open, gap broadens, joint filling is carried out using polyurea polymer material.
Need to check by four absolute altitudes in described construction technological process to ensure the flatness and level of ultra-flat terrace
Degree:
1. before pouring construction, absolute altitude is carried out to super flat die plate for the first time and checked;
2. after the completion of being flattened after pouring, second of absolute altitude to super flat die plate is checked;
3. in artificial leveling ruler of scraping after four roads strike off, for the third time check formwork elevation measuring;
4. in concrete surface polishing process, the 4th time formwork elevation measuring is checked.
Beneficial effects of the present invention:Formwork elevation measuring is under spirit level cooperation at construction joint of the present invention, and precisely convenient regulation is marked
Height, steel form is reinforced and fixed by Screw arbor with nut at both-ends, it is not necessary to welded, and is punched, and preferably, this method can prevent construction joint to globality
Locate the rupture of concrete corner angle and both sides sedimentation faulting of slab ends, reduce the damage caused on ground using equipment, reduce terrace maintenance and bring
High cost.
Embodiment
One improve after ultra-flat terrace construction technology, its step is:
(1) Combined formwork is installed:Template is made using common shaped steel and angle steel, template bottom is 10# channel-section steels, and top is adopted
With the angle steel of ∠ 50 × 50 × 6, it is connected with the middle of channel-section steel and angle steel, facilitates adjusting elevation, sheet metal is welded on the outside of angle steel,
For blocking the space mortar leakage prevention between channel-section steel and angle steel;
(2) sheet steel tape system is installed:With plastic housing interpolation steel plate combination steel tape, the spacing in channel-section steel template
30-50cm installs plastic housing and steel tape, and is fastened with self-tapping screw, and plastic housing is embedded into concrete when pouring,
After form removable, steel tape is inserted at the reserved hole of plastic housing;
(3) flush type metal transmission rod and steel tape system are installed:In passageway and passage junction, due to frequency of use compared with
Flush type transmission rod, so installing flush type metal transmission rod and steel tape system herein, is welded and fixed by height during pouring construction
On 10# channel-section steels, while adjusting transmission rod upper surface absolute altitude with spirit level, make it consistent with terrace absolute altitude;
(4) terrace is flattened, leveling ruler is scraped using high-flatness indium steel and strikes off:Employ three kinds of high-flatness scrapes leveling ruler, just
The flat stage scrapes leveling ruler progress both sides using double hand-held and struck off, and apparent surface laitance situation during striking off is clear by unnecessary laitance
Third time is carried out after removing to strike off;The cambered surface indium steel of one man operation is scraped leveling ruler using belt length and struck off for three times in length and breadth by the receipts face stage, receives
Face essence flat stage scrapes leveling ruler using the square indium steel of one man operation and struck off for twice;
(5) concrete curing:Start within 6-8 hours after the completion of the receipts face essence flat stage after being cast thin with sprayer water spray covering
Film, then add one layer of maintenance geotextiles to carry out curing concrete 14 days, it is final to ensure ultra-flat terrace surface layer without transverse crack;
(6) LCM is constructed:The receipts face flat staged construction of essence is completed 14-21 days, and progress is uniformly sprayed at sprayer
On ready-made ground, curing agent is pushed away even with instruments such as mops, its naturally osmotic is then allowed, starts to use narrow fabrics after 4-5 hours
The sanding machine of cushion is processed by shot blasting, plays a part of sealing and curing terrace concrete topping;
(7) flush type metal transmission rod treatment of construction joints:After 1 month, due to temperature change, two panels steel plate is drawn
Open, gap broadens, joint filling is carried out using polyurea polymer material, polyurea materials have a good weatherability, excellent waterproof, wearability
Can, gel time and Color tunable, pollution-free, environmental protection.
Need to check by four absolute altitudes in described construction technological process to ensure the flatness and level of ultra-flat terrace
Degree:
1. before pouring construction, absolute altitude is carried out to super flat die plate for the first time and checked;
2. after the completion of being flattened after pouring, second of absolute altitude to super flat die plate is checked;
3. in artificial leveling ruler of scraping after four roads strike off, for the third time check formwork elevation measuring;
4. in concrete surface polishing process, the 4th time formwork elevation measuring is checked.
Ultra-flat terrace is detected:Flatness, levelness detection are divided into and carried out twice, and detection for the first time is in typical case's construction rank
Section, i.e., first do typical construction according to construction technology process and every safeguard measure.The construction of typical segment ultra-flat terrace completes maintenance 14
The professional testing agency of third party is contacted after it to be tested, and detects that qualified rear continuation is constructed.Second of detection is all to have constructed
Into.During detection by concrete surface coating, dust granule complete liquidation it is clean after, can be detected.
One embodiment of the present of invention is described in detail above, but the content is only the preferable implementation of the present invention
Example, it is impossible to be considered as the practical range for limiting the present invention.All equivalent changes made according to the present patent application scope and improvement
Deng within the patent covering scope that all should still belong to the present invention.
Claims (2)
1. one improve after ultra-flat terrace construction technology, it is characterised in that construction procedure is:
(1) Combined formwork is installed:Template is made using common shaped steel and angle steel, template bottom is 10# channel-section steels, and top uses ∠
It is connected with the middle of 50 × 50 × 6 angle steel, channel-section steel and angle steel, facilitates adjusting elevation, sheet metal is welded on the outside of angle steel;
(2) sheet steel tape system is installed:With plastic housing interpolation steel plate combination steel tape, the spacing 30- in channel-section steel template
50cm installs plastic housing and steel tape, and is fastened with self-tapping screw, and plastic housing is embedded into concrete when pouring, template
After dismounting, steel tape is inserted at the reserved hole of plastic housing;
(3) flush type metal transmission rod and steel tape system are installed:In passageway and passage junction, because frequency of use is higher,
So installing flush type metal transmission rod and steel tape system herein, flush type transmission rod is weldingly fixed on during pouring construction
Above 10# channel-section steels, while adjusting transmission rod upper surface absolute altitude with spirit level, make it consistent with terrace absolute altitude;
(4) terrace is flattened, leveling ruler is scraped using high-flatness indium steel and strikes off:Employ three kinds of high-flatness scrapes leveling ruler, first flat rank
The double hand-helds of Duan Caiyong are scraped leveling ruler progress both sides and struck off, apparent surface laitance situation during striking off, after unnecessary laitance is removed
Third time is carried out to strike off;The cambered surface indium steel of one man operation is scraped leveling ruler using belt length and struck off for three times in length and breadth by the receipts face stage, receives face essence
The flat stage scrapes leveling ruler using the square indium steel of one man operation and struck off for twice;
(5) concrete curing:Receive and start within 6-8 hour after the completion of the essence flat stage of face with sprayer water spray cover film after being cast,
Again plus one layer of maintenance geotextiles carry out curing concrete 14 days, it is final to ensure ultra-flat terrace surface layer without transverse crack;
(6) LCM is constructed:The receipts face flat staged construction of essence is completed 14-21 days, and progress is uniformly sprayed at sprayer to be carried out
Ground on, curing agent is pushed away even with mop, its naturally osmotic is then allowed, starts the polishing with narrow fabrics cushion after 4-5 hours
Machine is processed by shot blasting, plays a part of sealing and curing terrace concrete topping;
(7) flush type metal transmission rod treatment of construction joints:After 1 month, due to temperature change, two panels steel plate is opened, seam
Gap is broadened, and joint filling is carried out using polyurea polymer material.
2. the ultra-flat terrace construction technology after improvement according to claim 1, it is characterised in that described construction technology mistake
Need to check by four absolute altitudes in journey to ensure the flatness and levelness of ultra-flat terrace:
1. before pouring construction, absolute altitude is carried out to super flat die plate for the first time and checked;
2. after the completion of being flattened after pouring, second of absolute altitude to super flat die plate is checked;
3. in artificial leveling ruler of scraping after four roads strike off, for the third time check formwork elevation measuring;
4. in concrete surface polishing process, the 4th time formwork elevation measuring is checked.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710513326.8A CN107288312B (en) | 2017-06-29 | 2017-06-29 | A kind of ultra-flat terrace construction technology |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710513326.8A CN107288312B (en) | 2017-06-29 | 2017-06-29 | A kind of ultra-flat terrace construction technology |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107288312A true CN107288312A (en) | 2017-10-24 |
CN107288312B CN107288312B (en) | 2019-08-20 |
Family
ID=60098966
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710513326.8A Expired - Fee Related CN107288312B (en) | 2017-06-29 | 2017-06-29 | A kind of ultra-flat terrace construction technology |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107288312B (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108049540A (en) * | 2017-11-30 | 2018-05-18 | 中建六局第三建筑工程有限公司 | More super flat anticracking one-pass molding load bearing heat preserving floor construction engineering methods in temperature control cold chain storehouse |
CN108049542A (en) * | 2017-11-30 | 2018-05-18 | 中建六局第三建筑工程有限公司 | The super flat wear-resisting load bearing heat preserving cold chain storehouse level ground of anticracking of large area |
CN109098418A (en) * | 2018-07-27 | 2018-12-28 | 中建五局第三建设有限公司 | A kind of dedicated adjustable formwork of floor construction and its construction technology |
CN110130643A (en) * | 2019-05-27 | 2019-08-16 | 西安市鑫龙建筑装饰工程(集团)有限公司 | A kind of plastic cement, flax ground construction technique |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103556831A (en) * | 2013-11-18 | 2014-02-05 | 山东万鑫建设有限公司 | Construction method for huge-area rib-free wear-resisting concrete terrace |
CN203701522U (en) * | 2014-01-24 | 2014-07-09 | 郑佩珍 | Reservation tool for bay joint |
CN104612403A (en) * | 2014-12-26 | 2015-05-13 | 上海科德地坪工程有限公司 | Construction method of superflat floor |
CN105155827A (en) * | 2015-10-07 | 2015-12-16 | 中国轻工业长沙工程有限公司 | Elevation-adjustable superflat floor formwork |
CN105951554A (en) * | 2016-05-24 | 2016-09-21 | 中交航局第四工程有限公司 | Embedded construction seam force transmission rod |
CN105952143A (en) * | 2016-05-24 | 2016-09-21 | 中交航局第四工程有限公司 | Combined steel template used for super-flat floor flattening |
-
2017
- 2017-06-29 CN CN201710513326.8A patent/CN107288312B/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103556831A (en) * | 2013-11-18 | 2014-02-05 | 山东万鑫建设有限公司 | Construction method for huge-area rib-free wear-resisting concrete terrace |
CN203701522U (en) * | 2014-01-24 | 2014-07-09 | 郑佩珍 | Reservation tool for bay joint |
CN104612403A (en) * | 2014-12-26 | 2015-05-13 | 上海科德地坪工程有限公司 | Construction method of superflat floor |
CN105155827A (en) * | 2015-10-07 | 2015-12-16 | 中国轻工业长沙工程有限公司 | Elevation-adjustable superflat floor formwork |
CN105951554A (en) * | 2016-05-24 | 2016-09-21 | 中交航局第四工程有限公司 | Embedded construction seam force transmission rod |
CN105952143A (en) * | 2016-05-24 | 2016-09-21 | 中交航局第四工程有限公司 | Combined steel template used for super-flat floor flattening |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108049540A (en) * | 2017-11-30 | 2018-05-18 | 中建六局第三建筑工程有限公司 | More super flat anticracking one-pass molding load bearing heat preserving floor construction engineering methods in temperature control cold chain storehouse |
CN108049542A (en) * | 2017-11-30 | 2018-05-18 | 中建六局第三建筑工程有限公司 | The super flat wear-resisting load bearing heat preserving cold chain storehouse level ground of anticracking of large area |
CN108049542B (en) * | 2017-11-30 | 2019-10-18 | 中建六局第三建筑工程有限公司 | The super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area |
CN108049540B (en) * | 2017-11-30 | 2019-10-18 | 中建六局第三建筑工程有限公司 | The super flat anticracking one-pass molding load bearing heat preserving floor construction engineering method in more temperature control cold chains library |
CN109098418A (en) * | 2018-07-27 | 2018-12-28 | 中建五局第三建设有限公司 | A kind of dedicated adjustable formwork of floor construction and its construction technology |
CN109098418B (en) * | 2018-07-27 | 2024-02-06 | 中建五局第三建设有限公司 | Special adjustable formwork for terrace construction and construction process thereof |
CN110130643A (en) * | 2019-05-27 | 2019-08-16 | 西安市鑫龙建筑装饰工程(集团)有限公司 | A kind of plastic cement, flax ground construction technique |
Also Published As
Publication number | Publication date |
---|---|
CN107288312B (en) | 2019-08-20 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107288312B (en) | A kind of ultra-flat terrace construction technology | |
CN106088364A (en) | A kind of Novel underground room antiseep attachment structure and construction method thereof | |
CN103233520A (en) | Self-waterproof system of building external wall structure and construction method of self-waterproof system | |
CN104712085A (en) | Large-area wear-resistant concrete ground construction method | |
CN106401144A (en) | Construction technology for addition type wear resisting concrete ground | |
CN105797939A (en) | Pipeline rehabilitation method based on iron resin spray-coating | |
CN102535296A (en) | Construction method of superheavy-load reinforcement-free large-area seamless epoxy self-leveling terrace | |
CN107165290A (en) | Basement bottom board prespreading Macromolecular self-adhesive membrane waterproof roll non-bituminous base construction | |
CN110144790A (en) | A kind of construction method of water permeable concrete | |
CN110206074A (en) | A kind of underground waterproof engineering construction technology | |
CN106381980A (en) | Floor tile paving process | |
CN106869341A (en) | A kind of architectural engineering wall waterproof construction method | |
CN106150032A (en) | A kind of construction method of the type high-wear-resistant alloy terrace that paves | |
CN110528905A (en) | Punch the construction method of poling reparation after a kind of roofing of having constructed | |
CN103774696A (en) | Construction process of cement-based permeable-crystallization type waterproof material | |
CN112408851A (en) | Anti-radiation semi-permanent nano-penetration crystallization sealing compacting agent and use method thereof | |
CN101591883A (en) | Concrete road crack treating method | |
CN110792238A (en) | Construction method for improving quality of concrete explosion point | |
CN105133855A (en) | Energy-saving and environment-friendly waterproof warming construction method for existing roof surface | |
CN101397772A (en) | Processing method of concrete road crack | |
CN204418011U (en) | The bridge asphalt pavement structure of the triple water-proof system of a kind of rubber asphalt double sum | |
CN102535493A (en) | Method for constructing inverted type foundation beam | |
Specification | Standard | |
CN106049869A (en) | Construction method aiming at subsequently built filling wall beam bottom seam plugging | |
CN109083454A (en) | A kind of swimming pool waterproof construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190820 Termination date: 20210629 |
|
CF01 | Termination of patent right due to non-payment of annual fee |