CN104806010B - Terrace construction adjustable template and construction method thereof - Google Patents
Terrace construction adjustable template and construction method thereof Download PDFInfo
- Publication number
- CN104806010B CN104806010B CN201510213493.1A CN201510213493A CN104806010B CN 104806010 B CN104806010 B CN 104806010B CN 201510213493 A CN201510213493 A CN 201510213493A CN 104806010 B CN104806010 B CN 104806010B
- Authority
- CN
- China
- Prior art keywords
- template
- main body
- angle steel
- construction
- steel main
- 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.)
- Active
Links
Abstract
The invention discloses a terrace construction adjustable template and a construction method thereof. The terrace construction adjustable template comprises a template angle iron main body; a hoisting device is arranged on one side of the template angle iron main body and comprises a template secondary rod welded on the template angle iron main body and a fixed base connected onto the template angle iron main body by a hoisting adjusting bolt; an adjustable long hole is formed in the fixed base; the template secondary rod is connected with the fixed base by a hinging bolt. After the adjustable template is mounted, the hoisting adjusting bolt on the hoisting device is used for finely adjusting and the template main body is adjusted to the designed height; then a construction process is carried out and the template is removed after at least three days and can be repeatedly used.
Description
Technical field
The invention belongs to the realm of building construction, is specifically related to a kind of floor construction adjustable formwork and its using method.
Background technology
In conventional concrete terrace surface construction, the effect of its surface layer finished product, depend on template install standard and workman
Manual technology operation level.Simultaneously because conventional template installs mode, using the lumps of wood, channel-section steel etc., its fixed form is then adopted
With timber, Steel-bar Pile etc..High high adjustment is generally free shape using stopper, concrete block, fragment of brick etc., its fastness, steadiness
State.The effect of template plays the experience of the workman that places one's entire reliance upon, and stacks several concrete strong points during casting concrete one step ahead, as
It is fixed.Its degree of stability place one's entire reliance upon workmen careful degree and the firmness of spud pile.Once operative goes out
There is displacement in now collision, vibration, template.Many reasons cause the finished product effect of terrace that problems with occurs：
1. operative's level, construction technology, careful degree cause template displacement, rise by mistake, drop by mistake, so as to cause finished product ground
The flatness at level ground edge, difference in height, and then affect the large-area integral smoothness of terrace, very different.
2. the construction joint that template displacement is caused（Expansion joint）It is not straight, even if also insurmountable glacing flatness is asked for later stage cutting
Topic, so as to affect terrace overall appearance degree, or even affects to use.
3. when surface layer is flattened, using steel cylinder rolling bar, as template glacing flatness problem causes terrace finished product surface layer difference.
4. channel-section steel using upper end be a face youngster, have a width, sand that rolling bar can be on quilt cover, stone seek pad, affect to receive
Face effect.Using rear remained on surface concrete, clean, the then next template use of impact is not easily cleaned, and then affects beat next time and mixed
Solidifying soil effect.
5. the superficial degree for installing mode causes perpendicularity, flatness uncontrollable problem at all.
To sum up told, so that causing the bad standard of whole structure of floor construction finished product effect in whole building industry low
Under.Basic function cannot meet, let alone high level class ultra-flat terrace ultra-flat terrace standard.
Recent years, small-sized and large laser evener on market, is occurred in that, make pave level and the effect of state's inner concrete
Rate is greatly improved.But as cooperation of the country to the technology allows of no optimist, operative's level, concrete and easily spend, match somebody with somebody
The uncontrollability of the key indexs such as composition and division in a proportion, moisture content, causes terrace finished product effect unsatisfactory.Except labour force's substitution effectss it is bright
Aobvious outer, its finished product effect is still unable to reach the standard using instrument testing, cannot match with the advanced level of equipment itself.Together
When due to its construct price, equipment price and equipment volume it is roomy, cause its generalization and actual effect to be restricted significantly.
The content of the invention
Present invention seek to address that prior art cannot meet the defect of terrace construction precision requirement, there is provided a kind of operation side
Just, simple floor construction adjustable formwork and its construction method.
For achieving the above object, the present invention is employed the following technical solutions：
Floor construction adjustable formwork, it includes template angle steel main body, and the side of template angle steel main body is lowering or hoisting gear, is lifted
Device includes the template faller being welded in template angle steel main body, by increasing the fixation being bolted in template angle steel main body
Base, is provided with adjustable elongated hole on firm banking, template faller is with firm banking by hinged bolt connection, the lowering or hoisting gear
Firm banking be fixed on ground by expansion bolt.
The firm banking is connected in template angle steel main body by contiguous block, is provided with adjustment bolt and pressure on contiguous block
Tight bolt hole.
The number at least two of the adjustable elongated hole.
The firm banking of the template angle steel body side, template faller at least two.
The construction method of floor construction adjustable formwork, comprises the following steps:
Step one, is fixed on tunable arrangement on floor structure layer using expansion bolt；
Step 2, using the Pingdu of laser level adjusting template main body, the straight fixed bottom spent, then fix lowering or hoisting gear
Seat；
Step 3, using bolt is increased on lowering or hoisting gear, is fine-tuned, and main template body is adjusted high to design
Degree；
Firm banking is fixed by step 4 using the hold-down bolt on lowering or hoisting gear；
Template angle steel main body is fixed into firm side plate by step 5, repeat step one to four, then in template angle steel master
The side of body sequentially passes through following procedure and is constructed：Injection template brushing interleaving agent, basic unit's brushing interfacial agents, terrace concrete
Construction that raw material feeding is constructed, terrace concrete material paves, the construction of terrace concrete vibrating, the leveling of terrace concrete surface rolling bar
Construction, guiding ruler auxiliary examination, terrace concrete curing, injection terrace raw material to be laid, in good time form removal after final set.
It is no less than 3 days for general under room temperature in the step 5 in good time.
The present invention can reach following beneficial effect：
1. rationally, the material of template is changed to angle steel by channel-section steel, makes effective upper end of template be changed to rib by face youngster, will not for selection
When causing concrete surface to be closed flat, the pad idler pulley thick stick such as residual concrete, sand, stone causes the impacted problem of concrete surface flatness,
The effectiveness basis and template for fundamentally solving rolling bar reuses the impacted problem of repetition.
2. fixed model changes, and template installs steel bar end of the fixed model by script, and timber is changed to bolt and fixes bottom stake,
The soundness of substrate occurs to sexually revise at all, is the firm offer solid foundation of template.
3. the straight degree radical change of template, conventional template is by steel bar end, firm, the resist displacement ability pole of timber
Difference, is now changed to bolt, and its reliability radical change is fully controllable.
4. there is radical change in the Pingdu of template, and the Pingdu of conventional template relies on template itself, stopper, stone, concrete
Cushion block, itself built on the sand or at most sinking control, cannot but hold floating, and the Pingdu of adjustable formwork relies on bolt and adjusts（Increase
Bolt and hold-down bolt）, the change of its controllability generation matter, technical merit are greatly improved.
5. according to improving, the Pingdu of template, straight degree are adjusted according to laser level standard, and its precision is improved at all, convenient
Fast.
6. cost is reduced, and the material that installs of template is changed to small dimension angle steel by big specification channel-section steel.Mould material own wt
Nearly 50% is reduced, the buying and cost of manufacture for making template is reduced.
7. keep in repair easy, traditional channel-section steel once deforms, and which keeps in repair and corrects extremely difficult, without special equipment hardly
May, and its correction is relatively easy easy after angle steel deformation.
8. reasonable in design, simple structure, it is easy to promotion and implementation, with good practicality, standard is high, will be to terrace industry
Integral level produce profound significance, while with good economic benefit and social benefit.
Description of the drawings
Fig. 1 is the structural representation of floor construction adjustable formwork of the present invention.
Fig. 2 is the structural representation of another angle of floor construction adjustable formwork of the present invention.
Specific embodiment
As shown in Figure 1 and Figure 2, floor construction adjustable formwork, it includes template angle steel main body 1, the side of template angle steel main body
For lowering or hoisting gear, lowering or hoisting gear includes the template faller 4 being welded in template angle steel main body, is connected to mould by increasing bolt 3
Firm banking 9 in plate angle steel main body, is provided with least two adjustable elongated hole 6 on firm banking, the firm banking passes through
Contiguous block 8 is connected in template angle steel main body, is provided with adjustment bolt and hold-down bolt hole on contiguous block.Template faller 4 with it is solid
Determine base 9 to connect by hinged bolt 5, the firm banking 9 of the lowering or hoisting gear is fixed on ground by expansion bolt 7.Can
To be arranged as required to the spacing of the firm banking of template angle steel body side, template faller.
The construction method of floor construction adjustable formwork, its using method step are as follows:
Step one, is fixed on tunable arrangement on floor structure layer using expansion bolt 7；
Step 2, using the Pingdu of laser level adjusting template main body 1, the straight fixation spent, then fix lowering or hoisting gear
Base 9；
Step 3, increases bolt 3 using lowering or hoisting gear, is fine-tuned, and main template body 1 is adjusted high to design
Degree；
Firm banking 9 is fixed by step 4 using the hold-down bolt 2 on lowering or hoisting gear；
Template angle steel main body is fixed into firm side plate by step 5, repeat step one to four, then in template angle steel master
The side of body sequentially passes through following procedure and is constructed：Injection template brushing interleaving agent, basic unit's brushing interfacial agents, terrace concrete
Construction that raw material feeding is constructed, terrace concrete material paves, the construction of terrace concrete vibrating, the leveling of terrace concrete surface rolling bar
Construction（Manually, electrically,）, guiding ruler auxiliary examination, terrace concrete curing, inject terrace raw material to be laid, final set
Form removal after afterwards under room temperature typically no less than 3 days, can prevent rotten side.
Claims (6)
1. floor construction adjustable formwork, including template angle steel main body, it is characterised in that：The side of template angle steel main body is lifting dress
Put, lowering or hoisting gear includes the template faller being welded in template angle steel main body, is bolted to template angle steel main body by increasing
On firm banking, be provided with adjustable elongated hole on firm banking, template faller with firm banking by hinged bolt connection, it is described
The firm banking of lowering or hoisting gear is fixed on ground by expansion bolt.
2. floor construction adjustable formwork according to claim 1, it is characterised in that：The firm banking is connected by contiguous block
It is connected in template angle steel main body, on contiguous block, is provided with adjustment bolt and hold-down bolt hole.
3. floor construction adjustable formwork according to claim 2, it is characterised in that：The number of the adjustable elongated hole is at least
Two.
4. floor construction adjustable formwork according to claim 3, it is characterised in that：The template angle steel body side is consolidated
Determine base, template faller at least two.
5. using the construction method of the floor construction adjustable formwork as described in claim 1,2,3 or 4, it is characterised in that under including
Row step:
Step one, is fixed on lowering or hoisting gear on floor structure layer using expansion bolt；
Step 2, using the Pingdu of laser level adjusting template angle steel main body, the straight fixed bottom spent, then fix lowering or hoisting gear
Seat；
Step 3, using bolt is increased on lowering or hoisting gear, is fine-tuned, and template angle steel main body is adjusted high to design
Degree；
Firm banking is fixed by step 4 using the hold-down bolt being mounted on lowering or hoisting gear in hold-down bolt hole；
Template angle steel main body is fixed into firm side plate by step 5, repeat step one to four, then in template angle steel main body
Side sequentially passes through following procedure and is constructed：Injection template brushing interleaving agent, basic unit's brushing interfacial agents, terrace concrete material
Construction that feeding is constructed, terrace concrete material paves, the construction of terrace concrete vibrating, the leveling of terrace concrete surface rolling bar are applied
Work, guiding ruler auxiliary examination, terrace concrete curing, injection terrace raw material to be laid, in good time form removal after final set.
6. the construction method of floor construction adjustable formwork according to claim 5, it is characterised in that fit in the step 5
When for being no less than 3 days under room temperature.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510213493.1A CN104806010B (en) | 2015-04-30 | 2015-04-30 | Terrace construction adjustable template and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510213493.1A CN104806010B (en) | 2015-04-30 | 2015-04-30 | Terrace construction adjustable template and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104806010A CN104806010A (en) | 2015-07-29 |
| CN104806010B true CN104806010B (en) | 2017-03-22 |
Family
ID=53691173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510213493.1A Active CN104806010B (en) | 2015-04-30 | 2015-04-30 | Terrace construction adjustable template and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104806010B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB368704A (en) * | 1930-11-08 | 1932-03-08 | Leonard Smith | Improvements in or relating to apparatus employed for the casting of concrete walls in situ |
| CN201024673Y (en) * | 2006-12-28 | 2008-02-20 | 上海宝冶建设有限公司 | Height mark adjustable super flat terrace mould |
| CN101265749A (en) * | 2008-04-29 | 2008-09-17 | 上海交通大学 | Height adjustable type super flat floor divided seam protective formwork system |
| CN202509768U (en) * | 2012-03-09 | 2012-10-31 | 天津二十冶建设有限公司 | Side steel die supporting and protecting device for reinforced concrete terrace construction |
| CN204691236U (en) * | 2015-04-30 | 2015-10-07 | 魏新立 | Floor construction adjustable formwork |
-
2015
- 2015-04-30 CN CN201510213493.1A patent/CN104806010B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB368704A (en) * | 1930-11-08 | 1932-03-08 | Leonard Smith | Improvements in or relating to apparatus employed for the casting of concrete walls in situ |
| CN201024673Y (en) * | 2006-12-28 | 2008-02-20 | 上海宝冶建设有限公司 | Height mark adjustable super flat terrace mould |
| CN101265749A (en) * | 2008-04-29 | 2008-09-17 | 上海交通大学 | Height adjustable type super flat floor divided seam protective formwork system |
| CN202509768U (en) * | 2012-03-09 | 2012-10-31 | 天津二十冶建设有限公司 | Side steel die supporting and protecting device for reinforced concrete terrace construction |
| CN204691236U (en) * | 2015-04-30 | 2015-10-07 | 魏新立 | Floor construction adjustable formwork |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104806010A (en) | 2015-07-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101899907B (en) | Reinforced concrete column replacing and reinforcing method and device for unloading load of reinforced concrete column | |
| CN106836565A (en) | Three-section water stop screw rod control shear wall exterior wall connects a batch method | |
| CN104806010B (en) | Terrace construction adjustable template and construction method thereof | |
| CN104563172B (en) | A kind of steel construction room sinking resetting structure and repositioning method thereof | |
| CN111622055A (en) | Concrete pavement paving and vibrating integrated construction process | |
| CN204691236U (en) | Floor construction adjustable formwork | |
| CN110258191B (en) | Deviation rectifying and reinforcing method for transverse displacement of high-speed railway roadbed | |
| CN109680737A (en) | A kind of foundation of wind-driven generator unit drift correction construction method | |
| CN111663770A (en) | Quick and easy combination and shaping mold for post-cast strip of cast-in-place slab and construction method of quick and easy combination and shaping mold | |
| JP2013044126A (en) | Track deviation repair method for track | |
| CN115075216A (en) | Foundation reinforcement pile-forming device and foundation reinforcement method | |
| CN204662480U (en) | The permanent embed-type elastic bottom template structure of a kind of grade beam | |
| CN208056549U (en) | A kind of ultra-flat terrace construction joint formwork also serving as the pneumatic bridge guide rail that shakes | |
| CN208220108U (en) | Assembled angle steel hangs mold device | |
| CN113266091A (en) | Construction process of space torsional curved-surface wood grain fair-faced concrete wall | |
| CN111877177A (en) | Construction method of underwater pier bearing platform | |
| CN207538043U (en) | A kind of device for being adjustably controlled pattern foundation pit supporting structure gunite concrete surface thickness | |
| CN205653802U (en) | Prop up interim block structure in fender pile clearance | |
| JP4722691B2 (en) | Repair method for soil concrete in existing structures | |
| CN211735088U (en) | Sliding operation platform for cement concrete bridge deck track | |
| CN116378004B (en) | Construction method of integral steel-concrete pedestal of soft soil foundation bridge deck slab | |
| CN109356309A (en) | A kind of SMC exempts to tear panel grider construction and side form liner reinforcement process open | |
| CN216308967U (en) | Settlement measuring device for soil-rock mixed filling roadbed | |
| CN203145202U (en) | Treatment structure for top clearance of filler wall brickwork | |
| CN108532985A (en) | Foundation beam board construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wei Xinli Inventor after: Yang Ruyi Inventor after: Guan Liwei Inventor after: Xing Weidong Inventor after: Li Lin Inventor after: Zhang Ruijiao Inventor after: Tu Wang Inventor after: Zhang Dongzhan Inventor after: Chen Qilai Inventor after: Wang Lichen Inventor after: Ning De Inventor after: Sha Zhiguo Inventor after: Ma Yun Inventor after: Wang Rui Inventor before: Wei Xinli Inventor before: Sha Xi Inventor before: Tu Wang Inventor before: Zhang Dongzhan Inventor before: Chen Qilai Inventor before: Yu Yan Inventor before: Ning De Inventor before: Wang Lichen Inventor before: Wang Daxu Inventor before: Sha Zhiguo |
|
| COR | Change of bibliographic data | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |