CN109457909A - A kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device and application method - Google Patents
A kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device and application method Download PDFInfo
- Publication number
- CN109457909A CN109457909A CN201811402873.XA CN201811402873A CN109457909A CN 109457909 A CN109457909 A CN 109457909A CN 201811402873 A CN201811402873 A CN 201811402873A CN 109457909 A CN109457909 A CN 109457909A
- Authority
- CN
- China
- Prior art keywords
- quick
- template
- assembling
- connector
- plate
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device and application method, including quick-assembling template, flexible connector, bracket, fixing piece, horizontally-spliced two neighboring quick-assembling template is connected by flexible connector with fixing piece, it is positioned on the outside of the quick-assembling template installed by bracket apical grafting, the fixing piece passes through fixed in the positioning pipe insertion rammed earth base on bracket.Compared with prior art, the beneficial effects of the present invention are: 1) present invention realizes being recycled for multiple times for terrace template, cost is reduced.2) present invention is minimum to the destruction of environment, and environment is effectively protected.3) transport of the invention needs installation personnel few using simply.4) present invention installation when maneuverability, can piecemeal, subregion installation, save the set-up time.
Description
Technical field
The present invention relates to engineering construction field more particularly to a kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction devices
And application method.
Background technique
Arrangement of reinforcement formula cast-in-place concrete terrace is applied to demanding to terrace flatness, globality, crack resistance, wearability more
Building ground.Using traditional plank sheathing construction not only time-consuming, feed consumption, work consuming, and the discarded template pollution environment generated, and
And traditional wood formwork system rigidity is small, pour thickness is big, area is big, bulky concrete when need excessive support to guarantee
Cast-in-place structural presentation quality and dimensional discrepancy.
Summary of the invention
The purpose of the present invention is overcoming defect of the existing technology, a kind of quick-assembling arrangement of reinforcement cast-in-place concrete is provided
Level ground constructing device and application method, to solve the problems, such as the increase of time-consuming, feed consumption, work consuming and cost in traditional floor construction.
In order to achieve the above object, the present invention is implemented with the following technical solutions:
A kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device, including quick-assembling template, flexible connector, branch
Frame, fixing piece, horizontally-spliced two neighboring quick-assembling template are connected by flexible connector with fixing piece, and what is installed is fast
It is positioned on the outside of Speed Pinyin decking by bracket apical grafting, the fixing piece passes through solid in the positioning pipe insertion rammed earth base on bracket
It is fixed.
The quick-assembling template includes that top template plate, middle template plate, end template plate, quick-assembling template are fixed
Device is fixed with grafting connector, top template plate in the side of the top template plate, middle template plate and end template plate
Block, middle template plate and end template plate are spliced into one piece of quick-assembling template, and the grafting connector of quick-assembling formwork sides is logical
The too fast die-filling board fixer connection positioning of Speed Pinyin.
The quick-assembling fixing templates include plug-in connector, reinforce fixed device, is full screw thread screw rod, adjustable
Fixture nut is saved, for the plug-in connector sleeve on the grafting connector of quick-assembling formwork sides, full screw thread screw rod is solid
It is scheduled on the outside of plug-in connector, fixed device is reinforced and is buckled in quick-assembling template, full screw thread screw rod is passed through to reinforce and be fixed
Through-hole on device is locked by adjustable fixture nut.
The flexible connector includes locating sleeve, arch connecting plate, and locating sleeve is fixed on the both ends of arch connecting plate.
A kind of application method of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device, includes the following steps:
1) it is surveyed in the region of construction cast-in-place concrete terrace in advance and sets edge line and control line；
2) assembled formwork: quick-assembling template plate is selected according to requirement of engineering, first connects the grafting in middle template plate
Head is inserted in plug-in connector, then is inserted into top template plate and end template plate respectively from the both ends of plug-in connector, will
It reinforces fixed device to be buckled in the quick-assembling template spelled, the full screw thread screw rod on plug-in connector is inserted in reinforcing simultaneously
In the through-hole of fixed device, full screw thread screw rod is locked by adjustable fixture nut, monolithic quick-assembling template splicing is completed；
3) verticality of quick-assembling template is regulated, transverse combination quick-assembling template is fast at laterally adjacent two
Flexible connector is placed in the side of Speed Pinyin decking, fixing piece is passed through the through-hole in quick-assembling template on lower wing plate, simultaneously
Across locating sleeve, it is inserted into fixed in rammed earth base；
4) in the side mounting bracket of the template combined, fixing piece, fixed Combination mould are inserted into the positioning pipe of bracket
Plate；
5) casting concrete is rolled using levelling roller sequence to designed elevation, keeps template inner concrete smooth plentiful；
6) when removing, first striking, flexible connector, then loosen adjustable fixture nut and successively remove the fixed dress of reinforcing
It sets, top template plate, plug-in connector, middle template plate, end template plate.
Compared with prior art, the beneficial effects of the present invention are:
1) present invention realizes being recycled for multiple times for terrace template, reduces cost.
2) present invention is minimum to the destruction of environment, and environment is effectively protected.
3) transport of the invention needs installation personnel few using simply.
4) present invention installation when maneuverability, can piecemeal, subregion installation, save the set-up time.
Detailed description of the invention
Fig. 1 is the schematic cross-section of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device of the present invention；
Fig. 2 is A-A sectional view in Fig. 1；
Fig. 3 is cross form combination and the fixed schematic diagram of support；
Fig. 4 is template outrigger schematic diagram；
Fig. 5 is the B-B direction view of Fig. 4；
Fig. 6 is the C-C direction view of Fig. 4；
Fig. 7 is F-F sectional view in Fig. 2；
Fig. 8 is the composite assembly schematic diagram of quick-assembling template plate of the invention；
Fig. 9 is G-G sectional view in Fig. 2；
Figure 10 is the structural schematic diagram of flexible connector；
Figure 11 is D-D sectional view of Figure 10；
Figure 12 is E-E sectional view in Fig. 3.
In figure: 1- quick-assembling template, 2- bracket, 2-1 brace, 2-2 positioning pipe, 2-3 cross bar, 2-4 vertical bar, 2-5 mandril,
3- fixing piece, 4- roller, 5- reinforcing bar, 6- concrete terrace, 7- flexible connector, 7-1 arch connecting plate, 7-2 locating sleeve, 8- are quick
Assembled formwork fixes device, 9- plug-in connector, 10- and reinforces the adjustable fixed spiral shell of fixed device, 11- full screw thread screw rod, 12-
Template plate, 15- end template plate, 16- grafting connector, 17- rammed earth base in mother, 13- top template plate, 14-.
Specific embodiment
Specific embodiments of the present invention will be further explained with reference to the accompanying drawing:
See Fig. 1-Fig. 3, a kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device, including quick-assembling template 1, bullet
Property connector 7, bracket 2, fixing piece 3, horizontally-spliced two neighboring quick-assembling template 1 passes through flexible connector 7 and fixed
Part 3 connects, and is positioned on the outside of the quick-assembling template 1 installed by 2 apical grafting of bracket, and the fixing piece 3 passes through to be determined on bracket 2
It is fixed in the pipe 2-2 insertion rammed earth base 17 of position.
See Fig. 2, Fig. 8, the quick-assembling template 1 includes top template plate 13, middle template plate 14, end template plate
15, quick-assembling fixing templates 8, in the top template plate 13, the side of middle template plate 14 and end template plate 15
Face is fixed with grafting connector 16, and top template plate 13, middle template plate 14 and end template plate 15 are spliced into one piece of quick-assembling
The grafting connector 16 of template 1,1 side of quick-assembling template passes through the connection positioning of quick-assembling fixing templates 8.
Middle template plate 14 can make various sizes of specification, by adjusting the assembled quantity and ruler of middle template plate 14
It is very little, to adjust the height of quick-assembling template 1, to make absolute altitude of the template after assembly suitable for terrace.In template plate
14 are equipped with reinforced steel bar perforation.
See that Fig. 2, Fig. 7, Fig. 9, the quick-assembling fixing templates 8 include plug-in connector 9, reinforce fixed device
10, full screw thread screw rod 11, adjustable fixture nut 12,9 sleeve of plug-in connector is in 1 side of quick-assembling template
On grafting connector 16, full screw thread screw rod 11 is fixed on the outside of plug-in connector 9, reinforces fixed device 10 and is buckled in quick-assembling
In template 1, full screw thread screw rod 11 passes through the through-hole reinforced on fixed device 10 and is locked by adjustable fixture nut 12.
See that Fig. 4-Fig. 6, bracket 2 include brace 2-1, vertical bar 2-4, cross bar 2-3, brace 2-1, vertical bar 2-4 and cross bar 2-3 structure
At a right angled triangle, the connecting pin of cross bar 2-3 and brace 2-1 are fixed with the another of positioning pipe 2-2, cross bar 2-3 and brace 2-1
One end is all fixed with mandril 2-5.
See Fig. 4-Fig. 6, the mandril 2-5 on rack vertical rod 2-4 and cross bar 2-3 withstands on the upper and lower of quick-assembling template 1 respectively
At two inner corner trims.The positioning pipe 2-2 of the other end is fixed in rammed earth base 17 by fixing piece 3.
See that Fig. 3, Figure 10-Figure 12, the flexible connector 7 include locating sleeve 7-2, arch connecting plate 7-1, locating sleeve
7-2 is fixed on the both ends of arch connecting plate 7-1.
When transverse direction assembling quick-assembling template 1, flexible connector 7 is placed on the upper and lower of two neighboring quick-assembling template 1
Between wing plate, it is designed with through-hole on upper lower wing plate position corresponding with locating sleeve 7-2, fixing piece 3 is passed through into upper lower wing plate
With locating sleeve 7-2, it is inserted into rammed earth base 17 fixed.Since arch connecting plate 7-1 has certain elasticity, connected by arch
Two horizontally-spliced quick-assembling templates 1 are fixed by fishplate bar 7-1.
A kind of application method of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device, includes the following steps:
1) it is surveyed in the region of construction cast-in-place concrete terrace in advance and sets edge line and control line；By terrace side template according to wanting
Ask placement；
2) assembled formwork: quick-assembling template plate is selected according to requirement of engineering, first by the grafting in middle template plate 14
Connector 16 is inserted in plug-in connector 9, then is inserted into top template plate 13 and end template respectively from the both ends of plug-in connector 9
Plate 15 will be reinforced fixed device 10 and is buckled in the quick-assembling template 1 spelled, the full screw thread screw rod on plug-in connector 9
11 are inserted in simultaneously in the through-hole for reinforcing fixed device 10, lock full screw thread screw rod 11, monolithic by adjustable fixture nut 12
The splicing of quick-assembling template 1 is completed；
The absolute altitude of quick-assembling template 1 is adjusted by increasing or decreasing the quantity of middle template plate 14, to adaptively
The absolute altitude on level ground；
3) verticality of quick-assembling template 1, transverse combination quick-assembling template 1, at laterally adjacent two are regulated
Flexible connector 7 is placed in the side of quick-assembling template 1, fixing piece 3 is passed through logical on lower wing plate in quick-assembling template 1
Hole is inserted into fixed in rammed earth base 17 also cross locating sleeve 7-2；
It is equipped at the both ends of top template plate 13 and the wing plate of end template plate 14 and wears the through-hole for connecing fixing piece 3；
4) in the side mounting bracket 2 of the template combined, fixing piece 3 is inserted into the positioning pipe 2-2 of bracket 2, it is fixed
Gang form；Check the verticality of gang form；
5) casting concrete is rolled using levelling 4 sequence of roller to designed elevation, keeps template inner concrete smooth plentiful；
6) when removing, first striking 2, flexible connector 7, then loosen adjustable fixture nut 12 and successively remove reinforcing fixation
Device 10, top template plate 13, plug-in connector 9, middle template plate 14, end template plate 15.
7) cleaning maintenance quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device all parts, in case storage and next time make
With.
The device of the invention can both save time and labour, also be obviously improved the material number of turnover, save material,
The rigidity of the present apparatus is big simultaneously, and cast-in-place presentation quality and excellent cast-in-place of dimensional discrepancy can be completed using less Auxiliary support
Concrete floor, and it is conducive to transport after the device of the invention disassembly convenient for storage.
Claims (5)
1. a kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device, which is characterized in that including quick-assembling template, elasticity
Connector, bracket, fixing piece, horizontally-spliced two neighboring quick-assembling template are connected by flexible connector with fixing piece,
It is positioned on the outside of the quick-assembling template installed by bracket apical grafting, the fixing piece passes through the positioning pipe on bracket and is inserted into rammed earth
It is fixed in base.
2. a kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device according to claim 1, which is characterized in that institute
Stating quick-assembling template includes top template plate, middle template plate, end template plate, quick-assembling fixing templates, in institute
The side of top template plate, middle template plate and the end template plate stated is fixed with grafting connector, top template plate, middle template plate
Block and end template plate are spliced into one piece of quick-assembling template, and the grafting connector of quick-assembling formwork sides passes through quick-assembling mould
Board fixer connection positioning.
3. a kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device according to claim 2, which is characterized in that institute
Quick-assembling fixing templates are stated to include plug-in connector, reinforce fixed device, full screw thread screw rod, adjustable fixed spiral shell
Mother, for the plug-in connector sleeve on the grafting connector of quick-assembling formwork sides, full screw thread screw rod is fixed on grafting
The outside of attachment device reinforces fixed device and is buckled in quick-assembling template, and full screw thread screw rod, which passes through, to be reinforced on fixed device
Through-hole is locked by adjustable fixture nut.
4. a kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device according to claim 1, which is characterized in that institute
Stating flexible connector includes locating sleeve, arch connecting plate, and locating sleeve is fixed on the both ends of arch connecting plate.
5. it is a kind of claim 1-4 its any one of as described in quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device
Application method, which comprises the steps of:
1) it is surveyed in the region of construction cast-in-place concrete terrace in advance and sets edge line and control line；
2) assembled formwork: quick-assembling template plate is selected according to requirement of engineering, first inserts the grafting connector in middle template plate
It is inserted into top template plate and end template plate respectively in plug-in connector, then from the both ends of plug-in connector, will reinforce
Fixed device is buckled in the quick-assembling template spelled, and the full screw thread screw rod on plug-in connector is inserted in reinforcing simultaneously and fixes
In the through-hole of device, full screw thread screw rod is locked by adjustable fixture nut, monolithic quick-assembling template splicing is completed；
3) verticality of quick-assembling template, transverse combination quick-assembling template, in two laterally adjacent fast Speed Pinyins are regulated
Flexible connector is placed in the side of decking, and fixing piece is passed through the through-hole in quick-assembling template on lower wing plate, also cross
Locating sleeve is inserted into fixed in rammed earth base；
4) in the side mounting bracket of the template combined, fixing piece, fixed Combination template are inserted into the positioning pipe of bracket；
5) casting concrete is rolled using levelling roller sequence to designed elevation, keeps template inner concrete smooth plentiful；
6) when removing, first striking, flexible connector, then loosen adjustable fixture nut and successively remove the fixed device of reinforcing, top
Template plate, plug-in connector, middle template plate, end template plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811402873.XA CN109457909B (en) | 2018-11-23 | 2018-11-23 | Construction device for quickly spliced reinforced cast-in-place concrete terrace and use method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811402873.XA CN109457909B (en) | 2018-11-23 | 2018-11-23 | Construction device for quickly spliced reinforced cast-in-place concrete terrace and use method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109457909A true CN109457909A (en) | 2019-03-12 |
| CN109457909B CN109457909B (en) | 2023-10-13 |
Family
ID=65611407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811402873.XA Active CN109457909B (en) | 2018-11-23 | 2018-11-23 | Construction device for quickly spliced reinforced cast-in-place concrete terrace and use method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109457909B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236019A (en) * | 2020-03-31 | 2020-06-05 | 中国二十二冶集团有限公司 | Cast-in-place concrete road terrace template rapid supporting and dismounting device and supporting and dismounting method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06240698A (en) * | 1993-02-12 | 1994-08-30 | Taisei Corp | Block for bottom form and inverted concrete construction method |
| CN104032938A (en) * | 2014-06-18 | 2014-09-10 | 中国建筑第八工程局有限公司 | Flatness control structure of concrete terrace and control construction method |
| CN105350773A (en) * | 2015-10-08 | 2016-02-24 | 中国十七冶集团有限公司 | Tie bar apparatus used for building secondary structure and construction method thereof |
| CN107795095A (en) * | 2017-10-10 | 2018-03-13 | 上海科城建设工程有限公司 | A kind of Joining Technology of precast concrete terrace |
| CN209443710U (en) * | 2018-11-23 | 2019-09-27 | 中国三冶集团有限公司 | A kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device |
-
2018
- 2018-11-23 CN CN201811402873.XA patent/CN109457909B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06240698A (en) * | 1993-02-12 | 1994-08-30 | Taisei Corp | Block for bottom form and inverted concrete construction method |
| CN104032938A (en) * | 2014-06-18 | 2014-09-10 | 中国建筑第八工程局有限公司 | Flatness control structure of concrete terrace and control construction method |
| CN105350773A (en) * | 2015-10-08 | 2016-02-24 | 中国十七冶集团有限公司 | Tie bar apparatus used for building secondary structure and construction method thereof |
| CN107795095A (en) * | 2017-10-10 | 2018-03-13 | 上海科城建设工程有限公司 | A kind of Joining Technology of precast concrete terrace |
| CN209443710U (en) * | 2018-11-23 | 2019-09-27 | 中国三冶集团有限公司 | A kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236019A (en) * | 2020-03-31 | 2020-06-05 | 中国二十二冶集团有限公司 | Cast-in-place concrete road terrace template rapid supporting and dismounting device and supporting and dismounting method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109457909B (en) | 2023-10-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106988525A (en) | A kind of skyscraper aluminum alloy mould plate construction method | |
| CN108894488A (en) | A kind of construction method of Novel section steel keel steel and wood composite template | |
| CN213115486U (en) | Beam type template connecting structure and floor support plate system | |
| CN103276893A (en) | Novel composite structure for supporting rigid building template and construction method | |
| CN103615112A (en) | Construction process of metal reinforced frame bamboo plywood fabricated formwork | |
| CN111364505A (en) | Aluminum template supporting system for comprehensive pipe gallery | |
| CN109024676A (en) | A kind of formwork bracing system and its construction method of cast-in-place pipe gallery | |
| CN209443710U (en) | A kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device | |
| CN108661313A (en) | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate | |
| CN109457909A (en) | A kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device and application method | |
| CN108589772B (en) | Bench formwork system for pipe gallery top plate and early dismantling method of early dismantling formwork | |
| CN221609524U (en) | Aluminum template and wood template connection structure | |
| CN211898545U (en) | Aluminum template supporting system for comprehensive pipe gallery | |
| CN110924678B (en) | Construction method and device for large-span variable-section haunch plate template | |
| CN110670873B (en) | Support system of steel formwork of ultrahigh large-section concrete column and construction method | |
| CN102605945B (en) | Manufacturing method of big wood formwork | |
| CN105625708B (en) | A kind of aluminum wood composite shuttering system for building | |
| CN208430776U (en) | A kind of concrete-steel positioning ruggedized construction for building hole | |
| CN213174769U (en) | Beam plate post-cast strip formwork structure | |
| CN206245728U (en) | Exempt from typified form component of plastering | |
| CN215717719U (en) | Aluminum alloy wall template bottom leak protection thick liquid device | |
| CN204781953U (en) | Stair concrete placement shaping template of marking time | |
| CN220725370U (en) | Steel structure mounting system | |
| CN220377848U (en) | Flatness control device for installation of navigation gate facing steel plate | |
| CN210421927U (en) | Cast-in-place linkage segment template strutting arrangement of instrument formula concrete superimposed sheet |
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 |