CN204136204U - T-shaped side bar template - Google Patents

T-shaped side bar template Download PDF

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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
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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
Application number
CN201420249848.3U
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Chinese (zh)
Inventor
刘法民
徐峰
郭彦领
芦海涛
郭琳琳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
THIRD ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd
Original Assignee
THIRD ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by THIRD ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd filed Critical THIRD ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd
Priority to CN201420249848.3U priority Critical patent/CN204136204U/en
Application granted granted Critical
Publication of CN204136204U publication Critical patent/CN204136204U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

T-shaped side bar template
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.
CN201420249848.3U 2014-05-15 2014-05-15 T-shaped side bar template Expired - Fee Related CN204136204U (en)

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

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CN201420249848.3U Expired - Fee Related CN204136204U (en) 2014-05-15 2014-05-15 T-shaped side bar template

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Cited By (2)

* Cited by examiner, † Cited by third party
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

Cited By (2)

* Cited by examiner, † Cited by third party
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

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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