CN204136204U - T-shaped side bar template - Google Patents
T-shaped side bar template Download PDFInfo
- Publication number
- CN204136204U CN204136204U CN201420249848.3U CN201420249848U CN204136204U CN 204136204 U CN204136204 U CN 204136204U CN 201420249848 U CN201420249848 U CN 201420249848U CN 204136204 U CN204136204 U CN 204136204U
- Authority
- CN
- China
- Prior art keywords
- template
- side bar
- shaped
- central sill
- 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.)
- Expired - Fee Related
Links
- 238000005452 bending Methods 0.000 claims abstract description 12
- 238000004519 manufacturing process Methods 0.000 claims abstract description 9
- 238000009415 formwork Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the dual-purpose T-shaped side bar template of an a kind of mould, and this template not only can prefabricated T-shaped side bar but also can prefabricated T-shaped central sill.This template, on the basis of manufacturing T-shaped side bar template, increases the diaphragm plate template system required for prefabricated T-shaped central sill, adopts two kinds of partitioned modes, achieves new type formwork one mould dual-purpose.This template comprises: the side bar baffle plate required for production T-shaped side bar, negative bending moment notch, diaphragm plate template, central sill baffle plate that production T-shaped central sill needs, and the conventional mould system such as horizontal wall inscription adjusting device.
Description
Technical field
The utility model relates to a kind of mechanical field, particularly relates to a kind of T-shaped side bar template.
Background technology
At present, in highway building course, have prefabricated T-shaped to have 25m, 30m bis-type, quantity is respectively: 95,390.25m T-shaped place spanning is not only distributed on straightway, and is distributed on mild wet air oxidation and circular curve segment, and the center line of each pier position is according to radial arrangement, and beam rib is according to straight line, and the beam prefabricated length of every sheet changes with radius of curvature.Beam length adjusts in two end carriage rib uniform thickness sections, and plane curve linearly changes adjustment by side bar wing plate jib-length; The precast beam horizontal wall inscription that girder carriageway plate end face transverse slope provides in strict accordance with design drawing carries out prefabricated.
According to T-shaped erection order, prefabricated 30 meters of T-shaped in advance, then prefabricated 25 meters of T-shaped.Project management department has 95 25 meters of T-shaped, wherein side bar 38, central sill 57.The a set of middle mould of general design, a set of limit mould (comprising a flash and a low limit), can one day two panels during construction side bar, and construct central sill time, side bar template is in idle attitude, can only one day a slice, needs 76 days altogether.
Because above-mentioned defect, the design people, actively in addition research and innovation, to founding a kind of T-shaped side bar template of new structure, make it have more value in industry.
Utility model content
For solving the problems of the technologies described above, the purpose of this utility model is to provide the dual-purpose T-shaped side bar template of an a kind of mould.
T-shaped side bar template of the present utility model, comprise: the side bar baffle plate required for production T-shaped side bar, negative bending moment rebate former, horizontal wall inscription adjusting device, and production T-shaped central sill the diaphragm plate template, central sill baffle plate, the diaphragm plate that need close the inside that template and diaphragm plate close template, wherein, during as T-shaped side bar, side bar baffle plate and side plate are linked together by bolt, close end-blocking template and adjacent forms face in rear squab panel and form integral mold plate plane, side bar baffle plate, negative bending moment rebate former and horizontal wall inscription adjusting device are linked together by bolt; During as T-shaped central sill, linked together by bolt between central sill baffle plate and top board; Diaphragm plate end-blocking template after releasing is closed and diaphragm plate template, central sill baffle plate are linked together by bolt.
By such scheme, the utility model at least has the following advantages:
Reach the effect that a mould is dual-purpose, achieve and save time, avoid the target of the work holdup, dropping under substantially identical prerequisite, ensure that and complete the prefabricated task of T-shaped on schedule.As above example, the side bar or central sill all can realize one day two panels of no matter constructing, needs 48 days altogether, can economize 28 day time.
Above-mentioned explanation is only the general introduction of technical solutions of the utility model, in order to better understand technological means of the present utility model, and can be implemented according to the content of description, below for the utility model coordinates accompanying drawing to be described in detail as follows in conjunction with example.
Accompanying drawing explanation
Macroblock mode process box figure when Fig. 1 is side bar of the present utility model construction;
Macroblock mode process box figure when Fig. 2 is central sill of the present utility model construction;
Fig. 3 is the structural representation of the utility model T-shaped side bar template.
Detailed description of the invention
Below in conjunction with drawings and Examples, detailed description of the invention of the present utility model is described in further detail.Following examples for illustration of the utility model, but need not limit scope of the present utility model for rice.
See shown in Fig. 1 to Fig. 3, a kind of T-shaped side bar template, comprise: the side bar baffle plate required for production T-shaped side bar, negative bending moment rebate former, horizontal wall inscription adjusting device, and the diaphragm plate template that production T-shaped central sill needs, central sill baffle plate, diaphragm plate closes template, diaphragm plate closes the inside of template diaphragm plate template, wherein, during as T-shaped side bar, side bar baffle plate and side plate are linked together by bolt, close end-blocking template and adjacent forms face in rear squab panel and form integral mold plate plane, side bar baffle plate, negative bending moment rebate former and horizontal wall inscription adjusting device are linked together by bolt, during as T-shaped central sill, linked together by bolt between central sill baffle plate and top board, diaphragm plate end-blocking template after releasing is closed and diaphragm plate template, central sill baffle plate are linked together by bolt.
Concrete: between beam body longitudinal direction block block, all adopt bolt at separator bar 1 place, all take Screw arbor with nut at both-ends to fix between the template of the horizontal left and right sides up and down, wherein descend screw rod will adopt high-strength bolt and nut; When producing central sill, link together between central sill baffle plate 2 and top board; When producing side bar, side bar baffle plate 3 and side plate link together; 4 is template gap, so that the adjustment of template horizontal wall inscription; Channel-section steel and column both sides are welded with δ 10 × 80 × 80 triangle gusset 5,6.Between diaphragm plate template and top board, side plate, between negative bending moment rebate former and side plate, rounded corner will be made; Expose base angle during the design of negative bending moment rebate former and make rounded corner.
Operation principle of the present utility model is as follows:
When ensureing that side bar template meets T-shaped designing requirement, increase end-blocking modular unit in diaphragm plate unit and diaphragm plate.During construction side bar, diaphragm plate is closed, makes end-blocking modular unit and adjacent forms face in diaphragm plate form integral mold plate plane, adopt side bar macroblock mode; During construction central sill, remove diaphragm plate end-blocking modular unit, adopt central sill macroblock mode.Bolt between block and block, diaphragm plate place is welded and fixed, and according to normal procedure, in a side girders template and side, beam forms matches and uses.Open diaphragm plate fixture, the template between diaphragm plate and diaphragm plate uses as separate unit block, during central sill construction, the pairing of dual-side beam forms is used.
In this T-shaped side bar template of design, should be noted that following some: in order to central sill of can constructing, T-shaped side bar template needs to increase diaphragm plate system on the basis of design of edge beam, and sets up end-blocking modular unit in diaphragm plate.In diaphragm plate, end-blocking template is first put and is burn-on, and meets side bar construction requirement.Template back of the body rib spacing, require that one meter is arranged one, or arrange with the integral multiple of 0.1 meter (roof steel bar spacing), all back of the body ribs of a set of template all will meet this requirement, perpendicular rib width is less than the design clear distance of edge of a wing steel hoop simultaneously, guarantees that not affecting edge of a wing steel hoop installs.For convenience of template dismounting, all chamferings all will make rounded corner, between diaphragm plate template and top board, side plate, will make rounded corner between negative bending moment rebate former and side plate; Expose base angle during negative bending moment design and make rounded corner.Diaphragm plate will be designed to wide at the top and narrow at the bottom, inner wide outer narrow.Template construct becomes can adjust horizontal wall inscription, and the T-shaped flange plate template changed there being horizontal wall inscription should arrange screw rod, guarantees to carry out horizontal wall inscription adjustment according to designing requirement, smooth-going to ensure that T-shaped installs rear horizontal wall inscription.
The utility model, by improvement 25 meters of side bar stencil design, reaches the effect that a mould is dual-purpose, achieves and save time, avoid the target of the work holdup, dropping under substantially identical prerequisite, ensure that and complete the prefabricated task of T-shaped on schedule.Be under analogue, the T-shaped stencil design of other length provides a kind of mentality of designing simultaneously.
The above is only preferred embodiment of the present utility model; be not limited to the utility model; should be understood that; for those skilled in the art; under the prerequisite not departing from the utility model know-why; can also make some improvement and modification, these improve and modification also should be considered as protection domain of the present utility model.
Claims (2)
1. a T-shaped side bar template, it is characterized in that, comprise: the side bar baffle plate required for production T-shaped side bar, negative bending moment rebate former, horizontal wall inscription adjusting device, and production T-shaped central sill the diaphragm plate template, central sill baffle plate, the diaphragm plate that need close the inside that template and diaphragm plate close template, wherein, during as T-shaped side bar, side bar baffle plate and side plate are linked together by bolt, close end-blocking template and adjacent forms face in rear squab panel and form integral mold plate plane, side bar baffle plate, negative bending moment rebate former and horizontal wall inscription adjusting device are linked together by bolt; During as T-shaped central sill, linked together by bolt between central sill baffle plate and top board; Diaphragm plate end-blocking template after releasing is closed and diaphragm plate template, central sill baffle plate are linked together by bolt.
2. T-shaped side bar template as claimed in claim 1, is characterized in that, comprising: the base angle of exposing of negative bending moment rebate former is rounded corner.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420249848.3U CN204136204U (en) | 2014-05-15 | 2014-05-15 | T-shaped side bar template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420249848.3U CN204136204U (en) | 2014-05-15 | 2014-05-15 | T-shaped side bar template |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204136204U true CN204136204U (en) | 2015-02-04 |
Family
ID=52412918
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420249848.3U Expired - Fee Related CN204136204U (en) | 2014-05-15 | 2014-05-15 | T-shaped side bar template |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204136204U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110820513A (en) * | 2019-11-22 | 2020-02-21 | 中国电建集团贵阳勘测设计研究院有限公司 | Alignment construction method for diaphragm plate of prefabricated concrete T beam of curved bridge |
CN114559528A (en) * | 2022-04-02 | 2022-05-31 | 西安市第二市政工程公司 | Forming die of T-shaped beam for bridge curve section |
-
2014
- 2014-05-15 CN CN201420249848.3U patent/CN204136204U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110820513A (en) * | 2019-11-22 | 2020-02-21 | 中国电建集团贵阳勘测设计研究院有限公司 | Alignment construction method for diaphragm plate of prefabricated concrete T beam of curved bridge |
CN114559528A (en) * | 2022-04-02 | 2022-05-31 | 西安市第二市政工程公司 | Forming die of T-shaped beam for bridge curve section |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108678417B (en) | Steel construction floor reforms transform node | |
CN109972655B (en) | Prefabricated pipe gallery mechanical and hydraulic combined type integrally-installed and disassembled steel template and installation method | |
CN204136204U (en) | T-shaped side bar template | |
CN204431456U (en) | Mechanization rigging | |
CN105196414A (en) | Prefabricated T-beam web plate rebar jig frame and prestressed T-beam construction method | |
CN204325926U (en) | Set a roof beam in place and push up iron device | |
CN103046740B (en) | Large-span moving-door type combined formwork system | |
CN210948697U (en) | Door type steel formwork supporting system for construction of rectangular tunnel secondary lining structure | |
CN108103950A (en) | A kind of Combined steel structure highway bridge assembling process | |
CN203821841U (en) | Casting die for specially-shaped column | |
CN206655469U (en) | The construction formwork of both sides scissors wall at expansion joint | |
CN203113563U (en) | Unit-typed curtain wall | |
CN202227544U (en) | Terracotta panel curtain wall | |
CN204955097U (en) | Prefabricated T web reinforcing bar bed -jig | |
CN212404692U (en) | Assembled temporary concrete pavement slab based on shaped steel combination | |
CN203977742U (en) | A kind of combination assembled stair | |
CN203531380U (en) | Size-adjustable formwork system with local supports arranged bellow beam and no support arranged below plate | |
CN208034976U (en) | Precast T-Beam concreting distributing device | |
CN207484997U (en) | It is a kind of applied to the component leveling of precast wall body structure and precast wall body structure | |
CN204354268U (en) | For the manufacture of the template of band bracket prefabricated panel component | |
CN207647167U (en) | The steel wood composite shuttering of assembled formation of deformation joint shear wall | |
CN105672111A (en) | Steel-concrete combination structure crossbeam | |
CN206034898U (en) | Grille -type aluminum alloy template | |
CN206091292U (en) | Template structure is pour to back timber | |
CN205272274U (en) | Asymmetric case beam -ends tabula roof beam of highway activity model device |
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: 20150204 |