CN202755373U - Bearing platform template structure with no inward tension brace - Google Patents
Bearing platform template structure with no inward tension brace Download PDFInfo
- Publication number
- CN202755373U CN202755373U CN 201220478185 CN201220478185U CN202755373U CN 202755373 U CN202755373 U CN 202755373U CN 201220478185 CN201220478185 CN 201220478185 CN 201220478185 U CN201220478185 U CN 201220478185U CN 202755373 U CN202755373 U CN 202755373U
- Authority
- CN
- China
- Prior art keywords
- template
- templates
- flange
- transverse
- standard
- 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.)
- Expired - Fee Related
Links
Images
Abstract
The utility model provides a bearing platform template structure with no inward tension brace. The bearing platform template structure with no inward tension brace comprises a plurality of standard templates and adjusting templates, wherein the standard templates and adjusting templates are connected with one another to form a hollow cuboid. The upper and lower edges of the standard templates and the upper and lower edges of the adjusting templates are respectively provided with a transverse flange, and the left and right edges of the standard templates and the left and right edges of the adjusting templates are respectively provided with a longitudinal flange. A panel among the transverse flanges is provided with template transverse ribs, and a panel among the longitudinal flanges is provided with template vertical ribs. The portion between the standard templates is connected with the transverse flanges or the longitudinal flanges through connecting bolts. A corner of the template structure is provided with the adjusting templates, and the adjusting templates are connected with the adjacent standard templates through connection angles, the longitudinal flanges and connecting bolts. When the bearing platform template structure with no inward tension brace is under no large external transverse load effect, the templates can self-stabilize with no need of tension inward or support outward. In the process of pouring of concrete, the ability to resist lateral pressure of the templates is improved through an outer support structure, and lateral pressure requirement under the working condition of concrete pouring can be met with no need of inward tension.
Description
Technical field
The utility model relates to the bridge bearing platform technical field of construction, and is specifically a kind of without interior stay bolt cap mold plated construction.
Background technology
The bridge bearing platform construction is mass concrete construction, and general concrete is built height about 3 meters, and is larger to form lateral pressure.Present cushion cap template adopts wooden model or punching block as the cushion cap template mostly, but template can not template easily occur and topple from steady when independently placing, and need to carry out therefore that the diagonal angle is fixed or perimeter reinforcement.For the risk of toppling of opposing lateral pressure and unbalanced load generation, not only need to carry out external bracing during concreting, also need inner drawknot or inner support.Lacing wire is often built in concrete in the template, such template system not only causes the waste of inner lacing wire, and perforate is unfavorable for the template turnover on template, simultaneously when cushion cap has part above on ground, the lacing wire cut-off part easily becomes the source of reinforcement corrosion, reduces durability.
Summary of the invention
It is a kind of without interior stay bolt cap mold plated construction that the utility model provides, without larger outer lateral under load action, template can be drawn in not needing or support outward from steady during independent the placement, and is simple in structure, cost is lower.
A kind of without interior stay bolt cap mold plated construction, comprise a plurality of standard forms, adjust template, standard form, the adjustment template interconnects and forms a hollow cuboid, standard form, the up and down both sides of adjusting template are respectively equipped with transverse flange, the right and left is respectively equipped with longitudinal flange, panel between transverse flange is furnished with the template cross rib, panel between longitudinal flange is furnished with the perpendicular rib of template, be connected with longitudinal flange or transverse flange by connecting bolt between the standard form, the corner of formwork structure arranges the adjustment template, adjusts between template and the adjacent standard form and passes through connecting angle, longitudinal flange is connected with connecting bolt.
Further, form surfacing is provided with a plurality of weld seams, and template is erected rib, template cross rib, transverse flange, the longitudinal flange mode by welding and linked to each other with form surfacing.
The utility model by the bolt between the template connect, the flange of corner connects, and the cross rib of template itself and vertical rib setting have improved whole height, without larger outer lateral under load action, template can be from steady, draws in not needing or support outward.When carrying out concreting, improve template lateral pressure resistant ability by external support structure, need not in draw the lateral pressure requirement that can satisfy under the concreting operating mode.
Description of drawings
Fig. 1 is the structural representation of the utility model standard form;
Fig. 2 is top view of the present utility model;
Fig. 3 is corner connection diagram of the present utility model;
Fig. 4 is external support structure schematic diagram of the present utility model.
Among the figure: 1-template cross rib, 2-longitudinal flange, 3-transverse flange, the 4-template is erected rib, 5-form surfacing, 6-connecting bolt, the 7-weld seam, 8-adjusts template, 9-steel sheet pile, the 10-cushion cap, 11-connecting angle, 12-connecting bolt, the 13-hook, 14-Two bors d's oeuveres channel-section steel, 15-channel-section steel junction plate, the 16-support, the 17-steel pipe.
The specific embodiment
Below in conjunction with the accompanying drawing in the utility model, the technical scheme in the utility model is clearly and completely described.
Please refer to Fig. 1 and Fig. 2, the utility model comprises that without interior stay bolt cap mold plated construction a plurality of standard forms, adjustment template 8 interconnect and form a hollow cuboid, as shown in Figure 1, described standard form can be the template that adapts to general dimension of platform size, and size is 1m*2m.Described standard form comprises form surfacing 5, and form surfacing 5 is thickness 5mm steel plate, and standard form panel size is 1m*2m.
The up and down both sides of form surfacing 5 are respectively equipped with transverse flange 3, and the right and left is respectively equipped with longitudinal flange 2, and transverse flange 3 is connected with longitudinal flange for the connection between template.Be furnished with template cross rib 1 (shown in Figure 1 have twice) on the panel between the transverse flange 3 about by spacing 30mm, be furnished with the perpendicular rib 4 of template ((shown in Figure 1 have five roads) on the panel between the longitudinal flange 2 about by spacing 300mm,), the perpendicular rib 4 of template can adopt height 50mm, the band steel of thickness 5mm.Form surfacing 5 is provided with a plurality of weld seams 7, and template is erected rib 4, template cross rib 1, flange (transverse flange 3, longitudinal flange 2) and linked to each other with form surfacing 5 by welding, and weld seam 7 length are not less than 25mm, and weld seam 7 spacings are 200-300mm.
Adjusting template 8 is for guaranteeing that dimension of platform and template size are corresponding, connect the different adjustable plate of width of making by flange around the corner.Adjusting template 8 highly is 1m, and hole, cross rib, to indulge the rib position corresponding with standard form.Width can be the different sizes such as 400mm, 500mm, 600mm according to actual fabrication.Structure of transvers plate requires identical with standard form with weld seam.
9 is the steel sheet pile of cushion cap foundation ditch among Fig. 2, and 10 is cushion cap.A, B, C represent that respectively the corner of template connects among the figure, and support and connection are connected with standard form and are connected.In-plane is supported for that 2 roads support in every standard form template width range, and at least 1 road supports in the adjusting template, and vertical direction then supports along 3 roads in 2 meters of the short transverses.
Please refer to Fig. 3,11 is connecting angle among the figure, is arranged on the corner of template, the angle steel of employing and flange same type.The flange of two templates of quadrature adopts connecting bolt 12 to be connected with connecting angle.
Please refer to Fig. 4, the utility model external support structure comprises hook 13, Two bors d's oeuveres channel-section steel 14 (adopting 75mm*40mm channel-section steel Two bors d's oeuveres), channel-section steel junction plate 15 (thickness 6mm), support 16, steel pipe 17 (diameter 48mm, wall thickness 3.5mm).
At the outer support place channel-section steel junction plate 15 and hook 13 are welded as a whole, channel-section steel junction plate 15 inner sides and vertical rib limit spacing are 75mm, to guarantee to put into Two bors d's oeuveres channel-section steel 14.Hook 13 hooks in the reserving hole of the vertical rib of template and links to each other with template, then with Two bors d's oeuveres channel-section steel 14 as template back arris, put between channel-section steel junction plate 15 and the template.
After each strong point is in place, support 16 is supported horizontally inside on the channel-section steel junction plate 15, and is inserted in steel pipe 17 at the other end, the end portion supports of steel pipe 17 is enclosed on the purlin at steel sheet pile.Support 16 is universal products, can carry out length adjustment, and adjustable range is 600mm, by the handle on it with the braced structures pretension.
The utility model by the bolt between the template connect, the flange of corner connects, and the cross rib of template itself and vertical rib setting have improved whole height, without larger outer lateral under load action, template can be from steady, draws in not needing or support outward.When carrying out concreting, improve template lateral pressure resistant ability by external support structure, need not in draw the lateral pressure requirement that can satisfy under the concreting operating mode.
Claims (2)
1. one kind without interior stay bolt cap mold plated construction, it is characterized in that: comprise a plurality of standard forms, adjust template (8), standard form, adjustment template (8) interconnects and forms a hollow cuboid, standard form, the up and down both sides of adjusting template (8) are respectively equipped with transverse flange (3), the right and left is respectively equipped with longitudinal flange (2), panel between transverse flange (3) is furnished with template cross rib (1), panel between longitudinal flange (2) is furnished with the perpendicular rib (4) of template, be connected with longitudinal flange (2) or transverse flange (3) by connecting bolt between the standard form, the corner of formwork structure arranges adjusts template (8), adjusts between template (8) and the adjacent standard form and passes through connecting angle (11), longitudinal flange (2) is connected with connecting bolt.
2. as claimed in claim 1 without interior stay bolt cap mold plated construction, it is characterized in that: form surfacing (5) is provided with a plurality of weld seams (7), and template is erected rib (4), template cross rib (1), transverse flange (3), longitudinal flange (2) mode by welding and linked to each other with form surfacing (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220478185 CN202755373U (en) | 2012-09-19 | 2012-09-19 | Bearing platform template structure with no inward tension brace |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220478185 CN202755373U (en) | 2012-09-19 | 2012-09-19 | Bearing platform template structure with no inward tension brace |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202755373U true CN202755373U (en) | 2013-02-27 |
Family
ID=47734562
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220478185 Expired - Fee Related CN202755373U (en) | 2012-09-19 | 2012-09-19 | Bearing platform template structure with no inward tension brace |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202755373U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908769A (en) * | 2016-06-03 | 2016-08-31 | 中铁上海工程局集团有限公司 | Tie-barless bearing platform mould and installation method thereof |
| CN108193598A (en) * | 2017-12-05 | 2018-06-22 | 上海市基础工程集团有限公司 | The column joint bar mounting and positioning device and method of bearing platform construction |
| CN112411596A (en) * | 2020-10-27 | 2021-02-26 | 中国建筑第四工程局有限公司 | Adjustable type turnover shaping bearing platform template device |
-
2012
- 2012-09-19 CN CN 201220478185 patent/CN202755373U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908769A (en) * | 2016-06-03 | 2016-08-31 | 中铁上海工程局集团有限公司 | Tie-barless bearing platform mould and installation method thereof |
| CN108193598A (en) * | 2017-12-05 | 2018-06-22 | 上海市基础工程集团有限公司 | The column joint bar mounting and positioning device and method of bearing platform construction |
| CN112411596A (en) * | 2020-10-27 | 2021-02-26 | 中国建筑第四工程局有限公司 | Adjustable type turnover shaping bearing platform template device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104088397B (en) | A kind of prefabricated post and precast construction method thereof | |
| CN105625186B (en) | A kind of heavy in section concrete Y shape pillar construction method | |
| CN104806011B (en) | Raft board post poured band formwork for placing | |
| CN102182303B (en) | Oblique annular closed structural template supporting method | |
| CN203307961U (en) | Section steel hidden post precast concrete dual-board shear wall structure | |
| CN212534174U (en) | Raft foundation steel bar supporting tool | |
| CN202755373U (en) | Bearing platform template structure with no inward tension brace | |
| CN107724540A (en) | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates | |
| CN205062668U (en) | Light -duty pier bent cap of highway construction segmental timbering | |
| CN202430994U (en) | Template limiting clamp | |
| CN213804905U (en) | Bailey beam suspension structure | |
| CN206397137U (en) | A kind of framed column template bracing means | |
| CN112982485A (en) | Construction method for cast-in-situ pipe gallery bottom plate and top plate synchronous formwork pouring concrete | |
| CN207244633U (en) | Brick retaining wall steel bar girder hardened system on foundation pit enclosure top beam | |
| CN105887922B (en) | A kind of method that inwall construction is carried out using truss support device | |
| CN105113536A (en) | Movable sidewall formwork erecting system for underground structure and construction method of system | |
| CN201627358U (en) | Large-section pressure pipeline concrete construction deformed steel formwork | |
| CN204059589U (en) | A kind of shaped steel combination formula supporting and the cantilevered structure of going along with sb. to guard him | |
| CN113136946B (en) | Self-supporting assembly type seawater sea sand concrete frame structure and construction method | |
| CN212249204U (en) | A can have enough to meet need formula triangular supports frame that is used for shallow round storehouse cornice board support system | |
| CN201809974U (en) | Glass steel cylindrical formwork device | |
| CN209924595U (en) | Movable combined enclosure structure capable of being recycled | |
| CN203066043U (en) | Diversion tunnel top arch concrete lining steel formwork support | |
| CN207633804U (en) | A kind of middle-size and small-size full assembling activity formula reinforcing steel processing shed | |
| CN207048326U (en) | A kind of suspension type platform for equipment interlayer |
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 |
Granted publication date: 20130227 Termination date: 20150919 |
|
| EXPY | Termination of patent right or utility model |