CN207073067U - A kind of assembling die poured for bridge plate - Google Patents

A kind of assembling die poured for bridge plate Download PDF

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Publication number
CN207073067U
CN207073067U CN201720782652.4U CN201720782652U CN207073067U CN 207073067 U CN207073067 U CN 207073067U CN 201720782652 U CN201720782652 U CN 201720782652U CN 207073067 U CN207073067 U CN 207073067U
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China
Prior art keywords
plate
template
web
side template
band
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CN201720782652.4U
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Chinese (zh)
Inventor
纪尊众
樊立龙
李志辉
张亚锋
张立东
池忠波
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China Railway Construction Bridge Engineering Bureau Group Co Ltd
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China Railway Construction Bridge Engineering Bureau Group Co Ltd
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Abstract

A kind of assembling die poured for bridge plate, including inner template, exterior sheathing and Side Template, wherein exterior sheathing are sleeved on outside inner template, and the both ends of exterior sheathing and inner template are fixedly connected with Side Template, it is characterised in that:The Side Template is splicing structure, the Side Template includes top plate, top web, bottom web and the bottom plate being from top to bottom sequentially connected, and radially it is formed with multiple blind holes at above-mentioned four plates interconnection, blind hole interpolation fills alignment pin, and at above-mentioned four plates interconnection and the assembled body of above-mentioned four plate is provided with seal with inside and outside connection part of templates.The utility model substitutes bulk integrated end template using pin-connected panel Side Template, it is big to solve erection weight in original technology, the problem of long in time limit, two kind sealings of the blind hole with positioning pin connection and sealing mechanism are set to fix in addition, the stability of assembled Side Template is improved, and effectively the situation of mortar leakage prevention occurs.

Description

A kind of assembling die poured for bridge plate
Technical field
The utility model belongs to bridge engineering construction technical field, and in particular to a kind of combination die poured for bridge plate Tool.
Background technology
At present, domestic railway beam design uses across the railway precast segment box beam of 64m, 40m standard, and its section is larger, wherein The heart high 5.5m, bottom width 6.4m, the wide 12.2m of flange plate, casting process middle-end mould use bulk integrated end template.Bulk monoblock type Side Template is big because of its weight when mounted, therefore need to configure large-scale gantry crane, whole in addition in Side Template form removal because reserved steel bar is more Body end template demoulding difficulty is big, and the construction period is longer, and the coagulation for pouring bridge plate corner is easily damaged in Side Template form removal Soil, have a strong impact on the presentation quality that bridge plate pours.
Retrieved by publication, it is found that the patent for being related to bridge engineering construction construction mould is more, be given below and this Apply for two related patent documents, the creativeness of the present utility model application can be fully demonstrated by the comparison of structure:
A kind of segment beam terminal mould plate (CN200820049094.1) discloses a kind of segment beam terminal mould plate, including template and Shear connector, different types of shear connector are arranged on the default position of template in a manner of detachable and formed together with template The segment beam terminal mould plate of required type., can basis due to shear connector is arranged in template by the way of detachable The end pattern of every kind of model beam sections, the size of shear connector, difference is laid out to change the position of the size of shear connector and shear connector Put, and shear connector or template will not be destroyed when changing, can thus realize mutual between different type Side Template Conversion, Side Template input can be saved, reduces total die manufacturing cost.
A kind of bridge precast beam diaphragm plate Side Template structure (CN201520322792.4) discloses a kind of bridge precast beam Diaphragm plate Side Template structure, belongs to Bridge Construction field.The Side Template determines according to precast beam end cross-sectional size The overall size of diaphragm plate Side Template steel plate, and according to the adjacent reinforcing bar minimum spacing of row is beaten on steel plate up and down in concrete component Multiple rows of reserved steel bar embedded hole, and a bolt sliding groove is dug out in steel plate end, diaphragm plate Side Template is made;According to design drawing Embedded bar is installed in paper embedded bar position, then carries out diaphragm plate Side Template installation, and diaphragm plate Side Template is adopted with side form, bed die With bolt hole, bolt connection.The utility model can carry out the different prefabricated beam forms of size by two pieces of assembly or polylith template The installation of plate, and the position in embedded bar hole is determined according to the minimum spacing of two rows reinforcing bar, is gone for various Design bar spacing situation, not only recycling for template can be realized with saving steel, and can reduce template construct when Between, improve operating efficiency.
To sum up, above-mentioned documents and the present utility model application are in the splicing structure of Side Template, connected mode, form removal mode Etc. differ, it is possible thereby to verify novelty and creativeness of the present utility model.
The content of the invention
The purpose of this utility model is to provide a kind of assembling die poured for bridge plate, replaced using pin-connected panel Side Template For bulk integrated end template in original technology, it is big to solve erection weight, it is long in time limit the problem of, blind hole and positioning are set in addition Two kinds of sealings of pin connection and blend stop and sealing strip are fixed, and improve the radial direction of assembled Side Template and the stability of axial direction, And effectively mortar leakage prevention and the situation of Side Template splicing structure deformation occurs.
Solving the characteristics of conventional construction bracket is because of beam structure and the limitation that construction operation condition is brought etc. asks Topic.
A kind of assembling die poured for bridge plate, including inner template, exterior sheathing and Side Template, wherein exterior sheathing are sleeved on Outside inner template, the both ends of exterior sheathing and inner template are fixedly connected with Side Template, it is characterised in that:The Side Template is tied to be assembled Structure, the Side Template includes top plate, top web, bottom web and the bottom plate being from top to bottom sequentially connected, and above-mentioned four plate is mutual Junction is radially formed with multiple blind holes, blind hole interpolation dress alignment pin, at above-mentioned four plates interconnection and above-mentioned four plate spelling Dress body is provided with seal with inside and outside connection part of templates.
Moreover, the seal includes blend stop and female seat band, wherein blend stop is arranged on top plate, top web, bottom The surrounding of web and bottom plate, and the blend stop of adjacent two plate is clamped by female seat band, the blend stop passes through spiral shell with female seat band Bolt is fixedly connected.
Moreover, the seal includes band mounting groove and male seal band, wherein band mounting groove is arranged on top Plate, top web, the surrounding of bottom web and bottom plate, the fin of the male seal band are arranged on adjacent two plates band mounting groove It is interior, and pattern band is bolted to connection with adjacent two plate.
Moreover, axially it is formed with multiple reinforcing bar preformed holes on the top plate, top web, bottom web and bottom plate.
Moreover, axially it is formed with multiple prestress pipe preformed holes on the bottom web and bottom plate.
Moreover, it is installed with hanger and guardrail at the top of the top plate.
The advantages of the utility model and economic effect are:
1st, the Side Template of the present utility model using splicing structure, efficiently solve overall using bulk in original technology The problems such as assembling and dissembling process is cumbersome caused by formula Side Template, the engineering time extends, presentation quality difference.
2nd, assembled Side Template of the present utility model employs the connected mode of double stability reinforcing, i.e.,:
A, top plate, top web, bottom web and bottom plate interconnection at be radially formed with multiple blind holes, blind hole interpolation Alignment pin is filled, enhances the axial direction endurance of assembled Side Template, prevents that stress is excessive or reuses and causes at joint gap Edges of boards deformation, and then cause to pour the out-of-flatness of bridge plate section or even be difficult to the situation of form removal and occur.
B, top plate, top web, bottom web and bottom plate interconnection at, and above-mentioned four plate and inside and outside template Junction is provided with sealing mechanism, and the sealing mechanism can effectively be blocked to assembled gap, while to being formed connection Gap carries out radial direction reinforcing, prevents joint gap from ftractureing.
3rd, multiple reinforcing bar preformed holes and prestress pipe preformed hole are provided with assembled Side Template of the present utility model, can be Reinforcing bar and prestress pipe are laid before pouring construction in advance, the bridge plate processed is poured and meets job requirements.
Brief description of the drawings
Fig. 1 is construction schematic diagram of the present utility model;
Fig. 2 is the utility model top plate schematic diagram;
Fig. 3 is the utility model top web schematic diagram;
Fig. 4 is the utility model bottom web schematic diagram;
Fig. 5 is the utility model bottom plate schematic diagram;
Fig. 6 is the utility model band connection diagram;
Fig. 7 is the connection diagram of the utility model another kind form band.
In figure:1- guardrails;2- hangers;3- top plates;4- tops web;5- bottoms web;6- bottom plates;7- reinforcing bar preformed holes; 8- prestress pipe preformed holes;9- radial direction fastening bolts;10- band hangers;11- female seat bands;12- blend stops;13- is positioned Pin;14- blind holes;15- male seal bands;16- axially fastens bolt;17- band mounting grooves.
Embodiment
For content, feature and effect of the present utility model can be further appreciated that, following examples are hereby enumerated, and coordinate accompanying drawing Describe in detail as follows.It should be noted that the present embodiment is descriptive, it is not limited, it is impossible to thus limit this practicality New protection domain.
A kind of assembling die poured for bridge plate, including inner template, exterior sheathing and Side Template, wherein exterior sheathing are sleeved on Outside inner template, the both ends of exterior sheathing and inner template are fixedly connected with Side Template, and the Side Template is splicing structure, the Side Template Including top plate 3, top web 4, bottom web 5 and the bottom plate 6 being from top to bottom sequentially connected, and it is equal at above-mentioned four plates interconnection Radially be formed with multiple blind holes 14, blind hole interpolation dress alignment pin 13, at above-mentioned four plates interconnection and above-mentioned four plate assembled body Seal is provided with inside and outside connection part of templates.
Moreover, the seal includes blend stop 12 and female seat band 11, wherein blend stop be arranged on top plate, top web, The surrounding of bottom web and bottom plate, and the blend stop of adjacent two plate is clamped by female seat band, the blend stop and female seat band logical Bolt is crossed to be fixedly connected.
Moreover, the seal can also be following form:Including band mounting groove 17 and male seal band 15, wherein Band mounting groove is arranged on the surrounding of top plate, top web, bottom web and bottom plate, and the fin of the male seal band is arranged on In adjacent two plates band mounting groove, and pattern band is bolted to connection with adjacent two plate.
Moreover, axially it is formed with multiple reinforcing bar preformed holes 7 on the top plate, top web, bottom web and bottom plate.
Moreover, axially it is formed with multiple prestress pipe preformed holes 8 on the bottom web and bottom plate.
Moreover, it is installed with hanger 2 and guardrail 1 at the top of the top plate.
The utility model is using sealing strip to assembled Side Template internal clearance and assembled Side Template and the junction of inside and outside template It is connected and sealed, the sealing structure can be diversified forms, and lower mask body lists two kinds of preferable schemes:
Scheme 1:As shown in fig. 6, top plate, top web, the surrounding of bottom web and bottom plate are provided with blend stop, on blend stop Multiple bolt mounting holes are provided with, band is concave structure, the blend stop of two-phase neighbour's plate is clamped inside the female seat band, simultaneously Band both sides are provided with multiple bolt connecting holes being adapted with bolt mounting holes on blend stop, finally by radial direction fastening bolt 9 Through above-mentioned bolt hole, realize that band carries out clamping closure to gap between two blend stops, while to adjacent two plates seam place Radial direction reinforcing is carried out, prevents spillage situation caused by the cracking of gap from occurring.
Scheme 2:As shown in fig. 7, top plate, top web, the surrounding of bottom web and bottom plate are provided with band installation Groove, band are convex structure, and the convex position of the male seal band is installed to the band peace after two adjacent panels closely connect Multiple axial bolt connecting holes are provided with tankage, while on band, multiple axial spiral shells are provided with adjacent two plate Bolt mounting hole, above-mentioned bolt hole finally is passed through by axially fastening bolt 16, equally achievable band is to gap between two blend stops Carry out clamping closure, while to carrying out radial direction reinforcing at adjacent two plates seam, prevent spillage situation caused by the cracking of gap from sending out It is raw.
Band hanger 10 is provided with the band of above-mentioned two scheme, it is convenient that band and assembled Side Template are carried out Assembling and striking job.
Above-mentioned two scheme can ensure that the radial direction between adjacent two plate is reinforced, and prevent gap cracking, spillage, and this practicality is new Type is additionally provided with multigroup blind hole and alignment pin at the interconnection of top plate, top web, bottom web and bottom plate, the setting Purpose be between two plates gap carry out axial reinforcement, prevent because gap stress is excessive and caused by plate deform, make for a long time Used time, useless part rate was high, and poured processing end face out-of-flatness, or even occurred situations such as spillage.
More clearly to describe application method and function of the present utility model, operative employee of the present utility model is provided below Skill:
1st, lift inside and outside template arrive after corresponding installation site including, exterior sheathing both ends of the surface install pin-connected panel Side Template, and lead to Cross alignment pin and band assembled good Side Template is fastened and sealed;
2nd, after assembled good Side Template, reinforcing bar and prestress pipe are installed by corresponding preformed hole between two Side Templates;
3rd, carry out pouring operation in the mould inside assembled;
4th, operation is poured to finish, it is concrete curing and reach the top removed after stress requirement and remove pin-connected panel Side Template successively Plate, top web, bottom web and bottom plate, band should be removed first when removing Side Template;
5th, inside and outside mould is removed, completes one-piece casting operation.
It should be appreciated that for those of ordinary skills, can according to the above description be improved or converted, And all these modifications and variations should all belong to the protection domain of the appended claims for the utility model.

Claims (6)

1. a kind of assembling die poured for bridge plate, including inner template, exterior sheathing and Side Template, wherein exterior sheathing are sleeved on interior Outside template, the both ends of exterior sheathing and inner template are fixedly connected with Side Template, it is characterised in that:The Side Template is tied to be assembled Structure, the Side Template includes top plate, top web, bottom web and the bottom plate being from top to bottom sequentially connected, and above-mentioned four plate is mutual Junction is radially formed with multiple blind holes, blind hole interpolation dress alignment pin, at above-mentioned four plates interconnection and above-mentioned four plate spelling Dress body is provided with seal with inside and outside connection part of templates.
A kind of 2. assembling die poured for bridge plate according to claim 1, it is characterised in that:The seal includes Blend stop and female seat band, wherein blend stop are arranged on the surrounding of top plate, top web, bottom web and bottom plate, and adjacent two plate Blend stop clamped by female seat band, the blend stop is bolted to connection with female seat band.
A kind of 3. assembling die poured for bridge plate according to claim 1, it is characterised in that:The seal includes Band mounting groove and male seal band, wherein band mounting groove are arranged on top plate, top web, bottom web and bottom plate Surrounding, the fin of the male seal band is arranged in adjacent two plates band mounting groove, and convex band leads to adjacent two plate Bolt is crossed to be fixedly connected.
A kind of 4. assembling die poured for bridge plate according to claim 1, it is characterised in that:The top plate, top Axially multiple reinforcing bar preformed holes are formed with web, bottom web and bottom plate.
A kind of 5. assembling die poured for bridge plate according to claim 1, it is characterised in that:The bottom web and Axially multiple prestress pipe preformed holes are formed with bottom plate.
A kind of 6. assembling die poured for bridge plate according to claim 1, it is characterised in that:It is solid at the top of the top plate Dingan County is equipped with hanger and guardrail.
CN201720782652.4U 2017-06-30 2017-06-30 A kind of assembling die poured for bridge plate Active CN207073067U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720782652.4U CN207073067U (en) 2017-06-30 2017-06-30 A kind of assembling die poured for bridge plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720782652.4U CN207073067U (en) 2017-06-30 2017-06-30 A kind of assembling die poured for bridge plate

Publications (1)

Publication Number Publication Date
CN207073067U true CN207073067U (en) 2018-03-06

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Application Number Title Priority Date Filing Date
CN201720782652.4U Active CN207073067U (en) 2017-06-30 2017-06-30 A kind of assembling die poured for bridge plate

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113174843A (en) * 2021-04-12 2021-07-27 中国核工业第二二建设有限公司 Customized openable bridge expansion joint template and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113174843A (en) * 2021-04-12 2021-07-27 中国核工业第二二建设有限公司 Customized openable bridge expansion joint template and construction method

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