CN205171994U - A stencil assembly for clear water concrete construction - Google Patents
A stencil assembly for clear water concrete construction Download PDFInfo
- Publication number
- CN205171994U CN205171994U CN201520926087.5U CN201520926087U CN205171994U CN 205171994 U CN205171994 U CN 205171994U CN 201520926087 U CN201520926087 U CN 201520926087U CN 205171994 U CN205171994 U CN 205171994U
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- concrete construction
- template assembly
- forming panel
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- unit board
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Abstract
The utility model relates to a stencil assembly for clear water concrete construction, include and lay and be used for the shaping template of the whole wall of clear water concrete construction and be used for supporting the side form support of shaping template along vertical orientation, the face of assembling that the shaping template includes the one -tenth profile that is used for the whole wall of clear water concrete and is used for assembling with the curb plate leg joint, the shaping template is by the polylith cell board along vertical and transversely assemble and form, be equipped with between the adjacent cell board and be used for guaranteeing into profile surface wholeness and prevent the structure of caulking starched with louing, the bottom of side form support is equipped with the moving mechanism who sets up the position who is used for adjusting whole stencil assembly. Can guarantee the template structural stability of construction, cell board that can the volume of adopting the light replaces traditional steel form structure to alleviate structural weight. Be applicable to the large -scale panel of the clear water concrete construction of various environment.
Description
Technical field
The utility model relates to a kind of dry concrete construction mould plate technique field, particularly relates to and is applicable to the template of dry concrete construction and the combined system of support.
Background technology
Along with the development of Construction Technology of Fair Faced Concrete, the utilization of clear-water concrete in large area body of wall is more and more frequent, such as, and subway station side wall, extensive venue exterior wall etc.In existing construction technology, when side wall concrete is built, adopt steel form and side form support.Although this template and mounting system can ensure the integral rigidity of template, meet the requirement that clear-water concrete facing is smooth and smooth, also there is following defect in this template and mounting system:
1) because side wall cellar area is large, the unit template area needed during concreting is just large, and steel form single-block area is little, and therefore the monolithic steel form number of required splicing is many, and splicing is inconvenient and splicing seams is more; Steel form quality is large, heavier, and splicing, dismounting inconvenience, consume a large amount of manpowers, construction speed is slow, and efficiency of construction is low.
2) side form support quality is large, can only be put in place by lifting, installs, mobile and dismounting is inconvenient.If once lift not in place, need manpower to lift and be put into position, cause the waste of manpower, increase construction cost.
How under the prerequisite ensureing concrete pouring quality, saving construction costs, accelerating construction progress, improve efficiency of construction, is construction problem demanding prompt solution.
Utility model content
The utility model provides a kind of template assembly for dry concrete construction, to solve existing template system, architecture quality is large, heavy, mobile, dismounting is all inconvenient, need to consume a large amount of manpower to have come, the technical problem that construction speed is slow, efficiency of construction is low.
The utility model provides a kind of template assembly for dry concrete construction, comprise vertically lay and for the forming panel of clear-water concrete integral wall surface construction and the side form support for supporting to section mould plate; Forming panel comprise for the overall metope of clear-water concrete forming surface with for being connected assembled assembled with side board support frame; Forming panel is vertically assembled with transverse direction by polylith unit board; The joint filling structure for ensureing forming surface surface integral mortar leakage prevention is provided with between adjacent cells plate; The bottom of side form support is provided with the travel mechanism of the setting position for regulating whole template assembly.
Further, unit board adopts Visa plate or mirror board.
Further, joint filling structure adopts and is affixed on for ensureing the double faced adhesive tape of forming surface surface integral mortar leakage prevention between adjacent two unit boards, and the docking piece between adjacent two unit boards carries out smooth process by glass cement.
Further, forming surface is passed through for ensureing that the exposed joint strip of forming surface surface integral mortar leakage prevention is embedded in the splicing seams between adjacent two unit boards.
Further, adopt between adjacent cells plate and be in for making the core ribbon of the tight not faulting of slab ends of adjacent cells plate piece connect on assembled, and with core ribbon pin, core ribbon is fastened on unit board.
Further, assembled of forming panel is connected with many and vertically arranges that, for increasing stupefied in forming panel vertical supporting power, interior stupefied employing i beam, i beam is fixed on assembled of forming panel by self-tapping screw.
Further, at least one end of i beam is provided with for suspension hook that is assembled and lifting, and suspension hook is fixed on the web of i beam by suspension hook cushion block and bolt and nut.
Further, interior stupefied transversely layout by many is fixed in side form support, outer stupefied employing double flute steel for improving the outer stupefied of forming panel cross binding power; In stupefied and outer stupefied between connect by being connected pawl; The outer stupefied distance forming panel bottom being in foot is greater than 300mm.
Further, side form support adopts A-frame, and A-frame has the right-angle plane of a right-angle plane erect and a level, and A-frame is connected by the right-angle plane of setting and the assembled face of forming panel; The right-angle plane of level is in the bottom of A-frame, and travel mechanism is assemblied in level right angle planar base; The top of A-frame is provided with the piling bin for stacking material.
Further, travel mechanism comprise for adjusting template assembly setting position movable pulley and vertically arrange for by rotate regulate fixed form assembly shift position or release template assembly adjusting bolt.
The utility model has following beneficial effect:
The utility model is used for the template assembly of dry concrete construction, by the forming surface of forming panel to carry out clear-water concrete integral wall surface construction; Forming panel is assemblied on side form support by assembled face, and when constructing, acting on force transmission in forming panel forming surface to side form support is offset, thus ensures the formwork structure stability of construction; Forming panel adopts polylith unit board vertically to carry out assembled with transverse direction, and structure is simple, assembled convenience, and the form be combined with support by template is jointly stressed, the unit board of lightweight can be adopted to substitute traditional steel template structure, thus alleviate dead load; The globality of forming surface may be ensured by joint filling structure, effectively prevent slip seepage; By arranging travel mechanism in side form frame bottom, can random moving die plate assembly, add employing Light formwork, the setting position of template assembly can be adjusted easily, avoid not repeating disassemble and assemble work, different job locations can be used for by same template assembly.Be applicable to the clear-water concrete larger panel construction of various environment.
Except object described above, feature and advantage, the utility model also has other object, feature and advantage.Below with reference to figure, the utility model is described in further detail.
Accompanying drawing explanation
The accompanying drawing forming a application's part is used to provide further understanding of the present utility model, and schematic description and description of the present utility model, for explaining the utility model, is not formed improper restriction of the present utility model.In the accompanying drawings:
Fig. 1 is the structural representation of the template assembly for dry concrete construction of the utility model embodiment;
Fig. 2 is the structural representation of assembled of the forming panel of the utility model embodiment;
Fig. 3 is the structural representation of the forming panel forming surface of the utility model embodiment;
Fig. 4 is the structural representation of the suspension hook part of the utility model embodiment;
Fig. 5 is the splicing structure schematic diagram of the forming panel of the utility model embodiment;
Fig. 6 is the structural representation of the travel mechanism of the utility model embodiment.
Marginal data:
1, forming panel; 101, forming surface; 102, assembled; 103, unit board; 2, side form support; 3, joint filling structure; 4, travel mechanism; 401, movable pulley; 402, adjusting bolt; 5, exposed joint strip; 6, core ribbon; 7, core ribbon pin; 8, interior stupefied; 9, suspension hook; 10, suspension hook cushion block; 11, bolt and nut; 12, outer stupefied; 13, pawl is connected; 14, piling bin.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in detail, but the utility model can be implemented by following the multitude of different ways limiting and cover.
Fig. 1 is the structural representation of the template assembly for dry concrete construction of the utility model embodiment; Fig. 2 is the structural representation of assembled of the forming panel of the utility model embodiment; Fig. 3 is the structural representation of the forming panel forming surface of the utility model embodiment; Fig. 4 is the structural representation of the suspension hook part of the utility model embodiment; Fig. 5 is the splicing structure schematic diagram of the forming panel of the utility model embodiment; Fig. 6 is the structural representation of the travel mechanism of the utility model embodiment.
As shown in Figure 1, the template assembly for dry concrete construction of the present embodiment, comprise vertically lay and for the forming panel 1 of clear-water concrete integral wall surface construction and the side form support 2 for supporting to section mould plate 1; Forming panel 1 comprise for the overall metope of clear-water concrete forming surface 101 with for being connected assembled assembled face 102 with side board support frame; Forming panel 1 is vertically assembled with transverse direction by polylith unit board 103; The joint filling structure 3 for ensureing forming surface 101 surface integral mortar leakage prevention is provided with between adjacent cells plate 103; The bottom of side form support 2 is provided with the travel mechanism 4 of the setting position for regulating whole template assembly.The utility model is used for the template assembly of dry concrete construction, by the forming surface 101 of forming panel 1 to carry out clear-water concrete integral wall surface construction; Forming panel 1 is assemblied on side form support 2 by assembled face 102, and when constructing, acting on force transmission in forming panel 1 forming surface 101 to side form support 2 is offset, thus ensures the formwork structure stability of construction; Forming panel 1 adopts polylith unit board 103 vertically to carry out assembled with transverse direction, structure is simple, assembled convenience, and the form be combined with support by template is jointly stressed, the unit board 103 of lightweight can be adopted to substitute traditional steel template structure, thus alleviate dead load; The globality of forming surface 101 may be ensured by joint filling structure 3, effectively prevent slip seepage; By arranging travel mechanism 4 bottom side form support 2, can random moving die plate assembly, add employing Light formwork, the setting position of template assembly can be adjusted easily, avoid not repeating disassemble and assemble work, different job locations can be used for by same template assembly.Be applicable to the clear-water concrete larger panel construction of various environment.
As shown in Figure 1, Figure 2, shown in Fig. 3 and Fig. 5, in the present embodiment, unit board 103 adopts Visa plate or mirror board.
As shown in Figure 1, Figure 2 and Figure 3, in the present embodiment, joint filling structure 3 adopts and is affixed on for ensureing the double faced adhesive tape of forming surface 101 surface integral mortar leakage prevention between adjacent two unit boards 103, and the docking piece between adjacent two unit boards 103 carries out smooth process by glass cement.
As shown in Figure 1, Figure 2 and Figure 3, in the present embodiment, forming surface 101 is passed through for ensureing that the exposed joint strip 5 of forming surface 101 surface integral mortar leakage prevention is embedded in the splicing seams between adjacent two unit boards 103.
As shown in Figure 1, Figure 2 with shown in Fig. 5, in the present embodiment, adopt between adjacent cells plate 103 and be in for making the core ribbon 6 of the tight not faulting of slab ends of adjacent cells plate 103 piece connect on assembled face 102, and with core ribbon pin 7, core ribbon 6 is fastened on unit board 103.
As shown in Figure 1, Figure 2 with shown in Fig. 5, in the present embodiment, the assembled face 102 of forming panel 1 is connected with many and vertically arranges for increasing in forming panel 1 vertical supporting power stupefied 8.Interior stupefied 8 adopt i beams.I beam is fixed on the assembled face 102 of forming panel 1 by self-tapping screw.
As shown in Figure 1 and Figure 4, in the present embodiment, at least one end of i beam is provided with for suspension hook 9 that is assembled and lifting, and suspension hook 9 is fixed on the web of i beam by suspension hook cushion block 10 and bolt and nut 11.
As shown in Figure 1, Figure 2 with shown in Fig. 5, in the present embodiment, interior stupefied 8 transversely to be arranged by many and outer stupefied 12 are fixed in side form support 2 for what improve forming panel 1 cross binding power, and outer stupefied 12 adopt double flute steel.In connect by being connected pawl 13 between stupefied 8 with outer stupefied 12.Outer stupefied 12 distance forming panel 1 bottoms being in foot are greater than 300mm.
As shown in figures 1 to 6, in the present embodiment, side form support 2 adopts A-frame.A-frame has the right-angle plane of a right-angle plane erect and a level.A-frame is connected by the right-angle plane of setting and the assembled face 102 of forming panel 1.The right-angle plane of level is in the bottom of A-frame.Travel mechanism 4 is assemblied in level right angle planar base.The top of A-frame is provided with the piling bin 14 for stacking material.
As shown in figures 1 to 6, in the present embodiment, travel mechanism 4 comprise for adjusting template assembly setting position movable pulley 401 and vertically arrange for by rotate regulate fixed form assembly shift position or release template assembly adjusting bolt 402.
During enforcement, provide a kind of template and the mounting system that are applicable to dry concrete construction, forming panel 1 comprises Visa plate (unit board 103), exposed joint strip 5, interior stupefied 8, outer stupefied 12, core ribbon 6, suspension hook 9, connects pawl 13.Portable side form support 2 comprises embedded part system and support body (comprising travel mechanism 4) two parts.
Unit board 103 adopts six blocks of Visa plates being of a size of 2440mm × 1220mm × 20mm.
Exposed joint strip 5 is inlayed in Visa plate (unit board 103) stitching portion.Exposed joint strip 5 is designed to semicircle column type, raised outside template, and design radial is 2cm.
In stupefied 8 be the wooden H-beam of 200mm × 80mm × 40mm, mutual spacing is 300mm, vertically arranges.In unit board 103, Visa plate adopts self-tapping screw to be connected with interior stupefied 8 (wooden H-beams), and interior stupefied 8 to adopt with outer stupefied 12 (double flute steel) and are connected pawl 13 and connect, and on interior stupefied 8, bilateral symmetry arranges suspension hook 9.
Stupefied 12 adopt two 12# channel-section steels, lateral arrangement outward, first outer stupefied 12 is apart from forming panel 1 lower end 300mm, and its spacing besides between stupefied 12 is 1000mm.
Wooden H-beam termination has two φ 22 holes, connects with the web of wooden frame suspension hook steel plate (suspension hook cushion block 10) by M20 bolt (bolt and nut 11) clamping wooden H-beam.
Adopt core ribbon 6 to connect between unit board 103, and fix with core ribbon pin 7, make the tight not faulting of slab ends of piece between unit board 103.When directly docking between unit board 103, paste double faced adhesive tape between two module unit plates 103, and with glass cement, smooth process is carried out to splicing seams.
In embedded part system, stone bolt is above ground level and be 315mm with the distance in body of wall face, along wall direction, and anchor bolt pitch 300mm.Embedded part becomes the angle of 45 degree with ground, require to draw logical line when on-the-spot embedded part is pre-buried, and ensure that embedded part is on same straight line, meanwhile, embedded part angle must be pre-buried by 45 degree.
Side form support 2 is the triangular supports made of channel-section steel and connector, and it props up forming panel 1 by triangular right-angle plane.When concrete joint contacts the forming surface 101 of forming panel 1, lateral pressure also acts on forming panel 1, and forming panel 1 is subject to back pressure.And triangle frame body plane suppresses forming panel 1, support body (side form support) position, right angle, lower end have embedded part system fixedly make support body (side form support) can not after move, main stress point is the embedded part system imbedding underplate concrete 45° angle.Support body (side form support) four, chassis angle point is respectively equipped with four wheels (movable pulley 401) and adjusting bolt 402, wheel (movable pulley 401) can make forming panel 1 conveniently moving in formwork erection and form removal construction, adjusting bolt 402 can fixing bracket body (side form support) in concreting process, prevents forming panel 1 from sidesway occurring.Support body (side form support) chassis is equipped with an adjusting bolt 402 on other four nodes.
Reduce the consumption of material, be conducive to recycling of material, save construction costs to greatest extent, every unit body of wall saves fund about 7.3 ten thousand yuan (cost of materials, machinery take and management fee).
Bulk Visa plate compared to steel form convenient, the aesthetic property of splicing and ease for use good; Self-propelled side form support is compared to full framing and common side form support, mobile lighter, installs and removes faster, decrease labour, effectively shorten the construction period.Compare steel form and ordinary stent construction, every unit (about 100m
2) body of wall saves 5 days.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (10)
1., for a template assembly for dry concrete construction, it is characterized in that,
Comprise vertically lay and for the forming panel (1) of clear-water concrete integral wall surface construction and the side form support (2) for supporting described forming panel (1);
Described forming panel (1) comprise for the overall metope of clear-water concrete forming surface (101) with for being connected with side board support frame assembled assembled (102);
Described forming panel (1) is vertically assembled with transverse direction by polylith unit board (103);
Joint filling structure (3) for ensureing described forming surface (101) surface integral mortar leakage prevention is provided with between adjacent described unit board (103);
The bottom of described side form support (2) is provided with the travel mechanism (4) of the setting position for regulating whole template assembly.
2. the template assembly for dry concrete construction according to claim 1, is characterized in that,
Described unit board (103) adopts Visa plate or mirror board.
3. the template assembly for dry concrete construction according to claim 2, is characterized in that,
Described joint filling structure (3) adopts and to be affixed on described in adjacent two for ensureing the double faced adhesive tape of described forming surface (101) surface integral mortar leakage prevention between unit board (103), and the docking piece described in adjacent two between unit board (103) carries out smooth process by glass cement.
4. the template assembly for dry concrete construction according to claim 3, is characterized in that,
By for ensureing that the exposed joint strip (5) of described forming surface (101) surface integral mortar leakage prevention is embedded in the splicing seams described in adjacent two between unit board (103) in described forming surface (101).
5. the template assembly for dry concrete construction according to claim 1, is characterized in that,
Adopt between adjacent described unit board (103) and to be in described assembled (102) on for making core ribbon (6) connection of the tight not faulting of slab ends of adjacent described unit board (103) piece, and with described core ribbon pin (7), described core ribbon (6) to be fastened on described unit board (103).
6. the template assembly for dry concrete construction according to any one of claim 1 to 5, is characterized in that,
Described assembled (102) of described forming panel (1) are connected with many and vertically arrange interior stupefied (8) for increasing described forming panel (1) vertical supporting power,
Described interior stupefied (8) adopt i beam, and described i beam is fixed on described assembled (102) of described forming panel (1) by self-tapping screw.
7. the template assembly for dry concrete construction according to claim 6, is characterized in that,
At least one end of described i beam is provided with for suspension hook (9) that is assembled and lifting,
Described suspension hook (9) is fixed on the web of described i beam by suspension hook cushion block (10) and bolt and nut (11).
8. the template assembly for dry concrete construction according to claim 6, is characterized in that,
By many, described interior stupefied (8) transversely arrange that outer stupefied (12) for improving described forming panel (1) cross binding power are fixed in described side form support (2),
Described outer stupefied (12) adopt double flute steel;
Connect by being connected pawl (13) between described interior stupefied (8) with described outer stupefied (12);
Described outer stupefied (12) that are in foot are greater than 300mm apart from described forming panel (1) bottom.
9. the template assembly for dry concrete construction according to any one of claim 1 to 5, is characterized in that,
Described side form support (2) adopts A-frame,
Described A-frame has the right-angle plane of a right-angle plane erect and a level,
Described A-frame is connected by the right-angle plane of setting and described assembled (102) of described forming panel (1);
The right-angle plane of level is in the bottom of A-frame,
Described travel mechanism (4) is assemblied in level right angle planar base;
The top of described A-frame is provided with the piling bin (14) for stacking material.
10. the template assembly for dry concrete construction according to any one of claim 1 to 5, is characterized in that,
Described travel mechanism (4) comprise for adjusting template assembly setting position movable pulley (401) and vertically arrange be used for by rotate regulate fixed form assembly shift position or release template assembly adjusting bolt (402).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520926087.5U CN205171994U (en) | 2015-11-19 | 2015-11-19 | A stencil assembly for clear water concrete construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520926087.5U CN205171994U (en) | 2015-11-19 | 2015-11-19 | A stencil assembly for clear water concrete construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205171994U true CN205171994U (en) | 2016-04-20 |
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ID=55735997
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520926087.5U Expired - Fee Related CN205171994U (en) | 2015-11-19 | 2015-11-19 | A stencil assembly for clear water concrete construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205171994U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107013033A (en) * | 2017-04-26 | 2017-08-04 | 中铁十八局集团有限公司 | A kind of concrete side wall formwork for placing and its construction method |
| CN108506002A (en) * | 2018-05-23 | 2018-09-07 | 北京中煤矿山工程有限公司 | A kind of outer wall template forming slurries diffusion channel in outer wall surface |
| CN111395843A (en) * | 2020-04-22 | 2020-07-10 | 五冶集团上海有限公司 | Template for pouring large pool wall and mounting method of template |
| CN113958342A (en) * | 2021-10-18 | 2022-01-21 | 中铁十四局集团建筑工程有限公司 | Secondary lining formwork support for side wall of highway tunnel, structure and using method |
-
2015
- 2015-11-19 CN CN201520926087.5U patent/CN205171994U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107013033A (en) * | 2017-04-26 | 2017-08-04 | 中铁十八局集团有限公司 | A kind of concrete side wall formwork for placing and its construction method |
| CN108506002A (en) * | 2018-05-23 | 2018-09-07 | 北京中煤矿山工程有限公司 | A kind of outer wall template forming slurries diffusion channel in outer wall surface |
| CN108506002B (en) * | 2018-05-23 | 2024-03-26 | 北京中煤矿山工程有限公司 | Outer wall template for forming slurry diffusion groove on outer wall surface |
| CN111395843A (en) * | 2020-04-22 | 2020-07-10 | 五冶集团上海有限公司 | Template for pouring large pool wall and mounting method of template |
| CN113958342A (en) * | 2021-10-18 | 2022-01-21 | 中铁十四局集团建筑工程有限公司 | Secondary lining formwork support for side wall of highway tunnel, structure and using method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160420 Termination date: 20201119 |