CN108661313A - A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate - Google Patents
A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate Download PDFInfo
- Publication number
- CN108661313A CN108661313A CN201810928725.5A CN201810928725A CN108661313A CN 108661313 A CN108661313 A CN 108661313A CN 201810928725 A CN201810928725 A CN 201810928725A CN 108661313 A CN108661313 A CN 108661313A
- Authority
- CN
- China
- Prior art keywords
- support
- template
- cast
- linkage section
- support post
- 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.)
- Pending
Links
Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate, by solve the problem of the cast-in-place connection of existing concrete laminated floor slab using hang template or in a manner of traditional full hall supports there are linkage section shuttering supporting and superimposed sheet pre-erection support interfere with each other, backing material dosage is larger, template installation accuracy and installation quality are not easy to ensure.Support post jack there are two being set in the middle part of support beam of the present invention, two lateral adjustments parts are symmetricly set on the both ends of support beam, and lateral adjustments part is used with support beam and is threadedly coupled, two support posts and two support post jacks correspond, and support post uses grafting with support beam, the threaded upper ends of each support post connect a vertical adjustment part, the threaded upper ends of each vertical adjustment part connect a U-shaped bracket, each U-shaped bracket is built-in there are one template joist, and the end template is arranged in the upper surface of two template joists.The present invention constructs for assembled concrete floor slab.
Description
Technical field
The present invention relates to a kind of technical field of building construction, and in particular to a kind of cast-in-place connection of tool-type concrete folding plate
Section mould plate supporting device.
Background technology
Reinforced concrete slab is different from full cast-in-place concrete floor, and bottom is prefabricated, top cast-in-place overlapping after laying the line
Layer concrete forms whole floor.
In installation, bed die of the pre-erection as the cast-in-place part in top, it is not necessary to as full cast-in-place concrete floor need to be taken
If full hall support and template, only set support.But superimposed sheet pre-erection is limited by traffic condition and transport, hoisting process
The factors such as stiffness of structural member restrict, and size cannot be excessive, and precast block, scene is needed to form entirety by cast-in-place linkage section.To mixed
The form bracing system of the cast-in-place linkage section of solidifying soil laminated floor slab need to individually carry out research and design.
Currently, the method that generally use hangs template and the support of traditional full hall in engineering practice.
1) it is that template is fixed on pre-erection with iron wire, to hang template, and there are following major defects for the method：
(1), formwork rigidity is relatively difficult to guarantee, and template engages not close with pre-erection, and template is easily deformed, and rise mould, leakage occurs
Phenomena such as slurry, causes concrete leakiness, voids and pits, surface smoothness difference and other issues, needs secondary repairing, increases engineering
Expense；
(2), constructing operation is inconvenient, should not ensure construction quality；
(3) it, need to construct on pre-erection, increase overlapping layers construction operation and intersect；
(4), the template number of turnover is low, loss is big, increases construction cost, is unsatisfactory for green construction principle etc..
2), there are following major defects for the method for traditional full hall support：
(1), linkage section shuttering supporting and the support of superimposed sheet pre-erection interfere with each other, and cause constructing operation inconvenient, influence to apply
Working medium amount；
(2), backing material dosage increases larger, increases construction cost；
(3), template installation accuracy and installation quality should not ensure；
(4), the template number of turnover is low, loss is big, increases construction cost, is unsatisfactory for green construction principle etc..
Invention content
The present invention is to hang template or the support of traditional full hall to solve the cast-in-place connection use of existing concrete laminated floor slab
Mode, there are linkage section shuttering supporting and superimposed sheet pre-erection support interfere with each other, backing material dosage is larger, template pacify
The problem of dress precision and installation quality are not easy to ensure, and provide a kind of cast-in-place linkage section template branch of tool-type concrete folding plate
Support arrangement.
A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate of the present invention, composition include that support is horizontal
Beam, end template, two lateral adjustments parts, two support posts, two vertical adjustment parts, two U-shaped brackets and two template supports
Beam；
It is set in the middle part of support beam there are two support post jack, two lateral adjustments parts are symmetricly set on support beam
Both ends, and lateral adjustments part is used with support beam and is threadedly coupled, two support posts and two support post jacks one are a pair of
It answers, and support post uses grafting, the threaded upper ends of each support post to connect a vertical adjustment part with support beam, each
The threaded upper ends of vertical adjustment part connect a U-shaped bracket, and each U-shaped bracket is built-in, and there are one template joist, the end templates
It is arranged in the upper surface of two template joists.
The present invention has the advantages that compared with prior art：
One, the support device of the present invention is connected to pre- after installation is complete by pre-erection support A (superimposed sheet pre-erection)
Between the montant of system part support A, pre-erection vertical supporting rod is made full use of, it is not necessary to linkage section vertical supporting rod be separately provided and fall
Ground vertical supporting rod, to reduce the dosage of vertical supporting rod；The application of the support device of the present invention makes cast-in-place linkage section template
(casting concrete D) and support installation can carry out below superimposed sheet pre-erection B, and no other processes construction is mutually dry
Disturb, reduce the cross-operation of overlapping layers construction, and avoid overlapping layers reinforcing bar on cast-in-place linkage section shutterings-supported construction and plate,
It the cross-operation of the working procedures such as pipeline, concrete and interferes with each other, and then improves speed of application, be conducive to overlapping layers construction
Finished product protection.
Two, the reduction of floor-type support montant so that construction space increases, and is conducive to constructing operation, to improve construction
Efficiency.
Three, lateral length of the invention is adjusted by lateral adjustments part, and vertical extension of the invention passes through vertical adjustment part
It adjusts so that simple to operate, installation accuracy is high, is conducive to improve construction efficiency and construction quality.
Four, support post and support beam use plug connection so that simple structure of the invention, it is easy to operate.
Five, cast-in-place linkage section template and support device implementation tool, seriation can be made using the support device of the present invention,
Turnover rate can be improved in this way.
Description of the drawings
Fig. 1 is a kind of overall structure front view of the cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate；
Fig. 2 is the schematic diagram that support beam 1 is installed on by lateral adjustments part 3 on superimposed sheet pre-erection support A；
Fig. 3 is the schematic diagram that support post 4 is fixed in support beam 1；
Fig. 4 is that vertical adjustment part 5 is installed on support post 4, and U-shaped bracket 6 is installed on vertical adjustment part 5, template support
Beam 7 is installed on U-shaped bracket 6, and end template 2 is installed on the schematic diagram on template joist 7.
Specific implementation mode
Specific implementation mode one：Embodiment is described with reference to Fig. 1, present embodiment include support beam 1, end template 2,
Two 5, two U-shaped brackets 6 of the vertical adjustment part of support post 4, two of lateral adjustments part 3, two and two template joists 7；
The middle part of support beam 1 is set there are two support post jack 1-1, and two lateral adjustments parts 3 are symmetricly set on support
The both ends of crossbeam 1, and lateral adjustments part 3 is used with support beam 1 and is threadedly coupled, two support posts 4 and two support posts
Jack 1-1 is corresponded, and support post 4 uses grafting, the threaded upper ends of each support post to connect one with support beam 1
Vertical adjustment part 5, the threaded upper ends of each vertical adjustment part 5 connect a U-shaped bracket 6, there are one each U-shaped bracket 6 is built-in
Template joist 7, the end template 2 are arranged in the upper surface of two template joists 7.Described two support post jack 1-1 are opposite to be propped up
The vertical centerline N-N for supportting crossbeam 1 is symmetrical arranged.The both ends endoporus of the support beam 1 is equipped with the first internal thread 1-2, often
One end of a lateral adjustments part 3 is equipped with external screw thread 3-1.The upper end endoporus of the support post 4 is equipped with the second internal thread 4-1.It is perpendicular
Length adjustment can be carried out by external screw thread thereon and the second internal thread 4-1 to regulating part 5, so that the support device energy of the application
Adapt to different height superimposed sheet pre-erection B；Lateral adjustments part 3 can by external screw thread 3-1 thereon and the first internal thread 1-2 into
Row length adjustment, so that the device of the application adapts to different in width superimposed sheet pre-erection support A.
The mounting process constructed using the present invention：
(1), support beam 1 is installed, see Fig. 2, it is prefabricated that support beam 1 by lateral adjustments part 3 is mounted on superimposed sheet
On part support A；
(2), support post 4 is installed, see Fig. 3, the lower end of support post 4 is equipped with inserting section 4-2, by support post 4 by inserting
A section 4-2 is met to be fixed in support beam 1；
(3), installation form joist 7 and end template 2, are shown in Fig. 4, and vertical adjustment part 5 is installed on support post 4, U-shaped support
Frame 6 is installed on vertical adjustment part 5, and template joist 7 is installed on U-shaped bracket 6, and end template 2 is installed on template joist 7；
(4), shuttering supporting is adjusted：The height for adjusting two vertical adjustment parts 5, makes template joist 7 be in horizontality and makes
Template joist 7 is combined closely with superimposed sheet pre-erection B, sees Fig. 4；
(5), overlapping layers concreting：Reinforcing bar C is set at the spacing W between superimposed sheet pre-erection B, in superimposed sheet
The upper surface of pre-erection B casting concrete D, are shown in Fig. 1.
Claims (4)
1. a kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate, it is characterised in that：Described device includes branch
Support crossbeam (1), end template (2), two lateral adjustments parts (3), two support posts (4), two vertical adjustment parts (5), two U
Type bracket (6) and two template joists (7)；
It is set in the middle part of support beam (1) there are two support post jack (1-1), two lateral adjustments parts (3) are symmetricly set on branch
The both ends of crossbeam (1) are supportted, and lateral adjustments part (3) is used with support beam (1) and is threadedly coupled, two support posts (4) and two
A support post jack (1-1) corresponds, and support post (4) uses grafting with support beam (1), each support post
Threaded upper ends connect a vertical adjustment part (5), and the threaded upper ends of each vertical adjustment part (5) connect a U-shaped bracket (6),
Each U-shaped bracket (6) is built-in there are one template joist (7), and the end template (2) is arranged in the upper surface of two template joists (7).
2. the cast-in-place linkage section mould plate supporting device of a kind of tool-type concrete folding plate according to claim 1, feature
It is：Described two support post jacks (1-1) are symmetrical arranged with respect to the vertical centerline (N-N) of support beam (1).
3. the cast-in-place linkage section mould plate supporting device of a kind of tool-type concrete folding plate according to claim 1 or 2, special
Sign is：The both ends endoporus of the support beam (1) is equipped with the first internal thread (1-2), one end of each lateral adjustments part (3)
Equipped with external screw thread (3-1).
4. the cast-in-place linkage section mould plate supporting device of a kind of tool-type concrete folding plate according to claim 1 or 2, special
Sign is：The upper end endoporus of the support post (4) is equipped with the second internal thread (4-1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810928725.5A CN108661313A (en) | 2018-08-15 | 2018-08-15 | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810928725.5A CN108661313A (en) | 2018-08-15 | 2018-08-15 | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108661313A true CN108661313A (en) | 2018-10-16 |
Family
ID=63789853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810928725.5A Pending CN108661313A (en) | 2018-08-15 | 2018-08-15 | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108661313A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577534A (en) * | 2018-12-05 | 2019-04-05 | 杭州江润科技有限公司 | Tool-based hanging die assembly type composite floor slab and construction method |
| CN113123598A (en) * | 2021-04-02 | 2021-07-16 | 至高建设集团有限公司 | Mounting and fixing device for assembled building laminated slab splicing seam combined template |
| CN114382169A (en) * | 2021-12-21 | 2022-04-22 | 曹大燕 | Construction method for upper layer of building based on inclined support system |
| CN115045425A (en) * | 2022-06-14 | 2022-09-13 | 中建二局第一建筑工程有限公司 | Novel disassembly-free composite floor slab, floor slab supporting structure and supporting structure installation method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619329A (en) * | 2011-01-26 | 2012-08-01 | 甘肃省第八建筑工程公司 | Expansion restraint construction method for post-pouring belt |
| CN105275202A (en) * | 2014-07-23 | 2016-01-27 | 江苏华江建设集团有限公司 | Supporting system of pre-stressed concrete laminated slab of shear wall structure |
| CN105544970A (en) * | 2016-02-01 | 2016-05-04 | 成都市第六建筑工程公司 | Composite floor slab cast-in-place slab fixing device with bottom mold and construction method |
| CN205276861U (en) * | 2015-12-11 | 2016-06-01 | 广东合迪科技股份有限公司 | Superimposed sheet piece formwork system |
| CN205894668U (en) * | 2016-08-05 | 2017-01-18 | 成都市第四建筑工程公司 | Superimposed sheet is pour and is used mould |
| CN207332309U (en) * | 2017-10-13 | 2018-05-08 | 福建省南铝铝模科技有限公司 | A kind of support shuttering of post-cast strip |
| CN208718360U (en) * | 2018-08-15 | 2019-04-09 | 哈尔滨学院 | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate |
-
2018
- 2018-08-15 CN CN201810928725.5A patent/CN108661313A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619329A (en) * | 2011-01-26 | 2012-08-01 | 甘肃省第八建筑工程公司 | Expansion restraint construction method for post-pouring belt |
| CN105275202A (en) * | 2014-07-23 | 2016-01-27 | 江苏华江建设集团有限公司 | Supporting system of pre-stressed concrete laminated slab of shear wall structure |
| CN205276861U (en) * | 2015-12-11 | 2016-06-01 | 广东合迪科技股份有限公司 | Superimposed sheet piece formwork system |
| CN105544970A (en) * | 2016-02-01 | 2016-05-04 | 成都市第六建筑工程公司 | Composite floor slab cast-in-place slab fixing device with bottom mold and construction method |
| CN205894668U (en) * | 2016-08-05 | 2017-01-18 | 成都市第四建筑工程公司 | Superimposed sheet is pour and is used mould |
| CN207332309U (en) * | 2017-10-13 | 2018-05-08 | 福建省南铝铝模科技有限公司 | A kind of support shuttering of post-cast strip |
| CN208718360U (en) * | 2018-08-15 | 2019-04-09 | 哈尔滨学院 | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577534A (en) * | 2018-12-05 | 2019-04-05 | 杭州江润科技有限公司 | Tool-based hanging die assembly type composite floor slab and construction method |
| CN109577534B (en) * | 2018-12-05 | 2020-07-03 | 杭州江润科技有限公司 | Tool-based hanging die assembly type composite floor slab and construction method |
| CN113123598A (en) * | 2021-04-02 | 2021-07-16 | 至高建设集团有限公司 | Mounting and fixing device for assembled building laminated slab splicing seam combined template |
| CN113123598B (en) * | 2021-04-02 | 2022-08-02 | 至高建设集团有限公司 | Mounting and fixing device for assembled building laminated slab splicing seam combined template |
| CN114382169A (en) * | 2021-12-21 | 2022-04-22 | 曹大燕 | Construction method for upper layer of building based on inclined support system |
| CN115045425A (en) * | 2022-06-14 | 2022-09-13 | 中建二局第一建筑工程有限公司 | Novel disassembly-free composite floor slab, floor slab supporting structure and supporting structure installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108661313A (en) | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate | |
| CN104631512B (en) | Hang modulus method after-pouring band beam-slab construction method | |
| CN106592426B (en) | The construction method of transverse prestress overall with reinforced concrete bridge deck plate prefab-form system | |
| CN107700533A (en) | A kind of box quick assembly and disassembly mould piping lane construction technology | |
| CN102251657B (en) | Arching formwork erecting method for assembled framework beam plate | |
| CN105569242A (en) | Assembling method for composite floor slabs | |
| CN111535579A (en) | Construction method for support-free mold hanging tool for horizontal post-pouring belt | |
| CN105804395B (en) | Stair continuously poured in one molding construction method based on monoblock type typified form | |
| CN103306208A (en) | Formwork creeping method for novel 1.6 parabola-shaped four-column type hollow variable section high pier | |
| CN110158394B (en) | Joint-cutting-free construction structure of concrete super-flat terrace | |
| CN110700105B (en) | Synchronous construction method for high pier column and tie beam and template used in same | |
| CN106065681A (en) | Superimposed sheet hoard strip construction method in a kind of overall assembled architecture based on BIM technology | |
| CN107130720B (en) | PK prestressed concrete overlapped slab construction method | |
| CN114150766B (en) | Prefabricated reinforced concrete column connecting node and construction method thereof | |
| CN107806019A (en) | Large-span suspension bridge gate Sarasota construction method | |
| CN109797969B (en) | Construction method of post-cast strip tool type advanced formwork lifting system | |
| CN210263131U (en) | Assembled is from stagnant water underground pipe gallery structure | |
| CN114575593A (en) | Adjustable plate buckling formwork support frame for super-load small-clearance beam and construction method thereof | |
| WO2017054723A1 (en) | Concave building template set construction method | |
| CN208718360U (en) | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate | |
| CN105649248A (en) | Fabricated prestressed concrete hollow slab and cast-in-place beam integrated construction method | |
| CN219080981U (en) | Non-support fixing device for post-pouring strip of superimposed sheet | |
| CN217734853U (en) | Adjustable plate buckling template support frame for super-load small-clear-distance beam | |
| CN108951643A (en) | The big region support replacement construction method of Super High deep basal pit basement Core Walls Structure large span | |
| CN206070404U (en) | Oblique formwork support structure at the section haunch of box culvert top |
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 |