CN104179124B - A kind of self adaptation binder template for pier stud binder concrete construction - Google Patents

A kind of self adaptation binder template for pier stud binder concrete construction Download PDF

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Publication number
CN104179124B
CN104179124B CN201410436666.1A CN201410436666A CN104179124B CN 104179124 B CN104179124 B CN 104179124B CN 201410436666 A CN201410436666 A CN 201410436666A CN 104179124 B CN104179124 B CN 104179124B
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China
Prior art keywords
template
binder
side form
interlude
pier
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CN201410436666.1A
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CN104179124A (en
Inventor
孙立军
党彦锋
王德怀
尚龙
张国浩
陈沿松
姚亚
张衡志
朱如俊
殷绪敏
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CCCC Second Harbor Engineering Co
CCCC SHEC Fourth Engineering Co Ltd
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CCCC Second Harbor Engineering Co
CCCC SHEC Fourth Engineering Co Ltd
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Priority to CN201410436666.1A priority Critical patent/CN104179124B/en
Publication of CN104179124A publication Critical patent/CN104179124A/en
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Abstract

The invention discloses a kind of self adaptation binder template for pier stud binder concrete construction, belong to bridge substructure construction field, including surrounding the side form of two pier studs, and it is located at side form bottom, bed die between two pier studs, the side form is located at the part between two pier studs and is made up of interlude template and the splicing fixation of side form other parts two parts, and both splicing lines are an oblique line, in shape wide at the top and narrow at the bottom, its bottom and upper segment is higher by the side form other parts height spliced with which to the interlude template.The present invention can effectively reduce impact of the error of pier stud construction generation to binder template construction, improve Surface Quality of Concrete.

Description

A kind of self adaptation binder template for pier stud binder concrete construction
Technical field
The invention belongs to bridge substructure construction field, more particularly to pier stud binder concrete-pouring template construction neck Domain.
Background technology
1) traditional pier stud binder concrete pouring construction template:
Binder is the works that two single limb pier studs are connected to become in bridge substructure pier stud an entirety.Single limb Pier stud is constructed to certain altitude, after binder casting concrete synchronous with pier stud or single limb pier stud are directly constructed to designed elevation Binder concrete is individually poured again.During conventional construction, binder concreting adopts aerial bracket or direct floor-type support, so Binder bed die is installed afterwards, assembling reinforcement is installed side form, pours binder concrete.General binder Side shuttering is set with Pier Formwork The integral or individually designed binder Side shuttering of meter, and be all often rectangle.
2) limitation of traditional construction technique:
The binder concreting rectangle sides template for generally using, due to being subject to Pier Formwork manufacture deviation and positioning Deviation effects, pier stud is constructed to the distance between two limb pier stud of certain altitude error, causes the planar dimension of pier stud binder (special It is not the distance between two pier studs) change is produced, template can be caused to install or pacify by design drawing processing binder template After decking, seam is too big, causes Surface Quality of Concrete difference or template to re-assembly after needing cutting.Particularly rectangular When body or square constructing tie beam, often constructing tie beam is delayed, and Surface Quality of Concrete is bad, and seam is more, faulting of slab ends is larger Deng.
Content of the invention
It is an object of the invention to:A kind of self adaptation binder template for pier stud binder concrete construction is proposed, is reduced Impact of the error that pier stud construction is produced to binder template construction, improves Surface Quality of Concrete.
The object of the invention is realized by following technical proposals:
A kind of self adaptation binder template for pier stud binder concrete construction, including surrounding the side form of two pier studs, and Side form bottom, the bed die between two pier studs is located at, the side form is located at the part between two pier studs by interlude template and side form The fixed composition of other parts two parts splicing, and both splicing lines are an oblique line, the interlude template is in shape wide at the top and narrow at the bottom Shape, its bottom and upper segment are higher by the side form other parts height spliced with which.
Alternatively, the interlude template is inverted trapezoidal or wedge shape.
Used as further selecting, the interlude template is isosceles trapezoid.
Alternatively, also include the rebound for connecting pier stud and bed die.
In such scheme, rebound is in order to connecting pier stud and bed die.
Alternatively, the side form is located at the part between two pier studs and is recessed towards between two pier studs, the side form cross section Overall is in dumbbell shape.
Alternately, the side form cross section is integrally rectangular.
Aforementioned main scheme of the invention and its each further selection scheme can be this with independent assortment to form multiple schemes Invention can be adopted and claimed scheme:Such as the present invention, it is combined with other selections by respectively selecting, people in the art Member can understand there is multiple combination according to prior art and common knowledge after the present invention program is understood, and be claimed by the present invention Technical scheme, here do not do exhaustion.
The course of work is:The part that side form is located between two pier studs be designed to spliced, and in the middle of binder Side shuttering Section stencil design is into (such as inverted trapezoidal or wedge shape) wide at the top and narrow at the bottom, and short transverse is highly higher than binder up and down, so works as pier stud Construct to certain altitude, bed die is installed, assembling reinforcement is installed binder section other templates, finally inserted interlude template, this When interlude template can be adaptively adjusted the position of wedged template insertion according to the distance between two limb pier shafts, will interlude The vertical direction displacement of template is converted into the distance between its horizontal direction displacement, two pier studs of coupling, interlude template and side form Other parts are combined closely naturally, it is ensured that the seam of binder template.
Binder side form in global design, be designed as between interlude template and side form other parts spliced, and both Splicing line be an oblique line, interlude template and side form other parts are brought into close contact, are formed overall, it is ensured that interlude template with After the insertion of pier stud distance change, fit together perfectly with other templates.So both reduced now due to pier stud distance change template not Can install or seam too much influence, also improve model sheetinstallat efficiency, and pier stud binder concrete appearance after the completion of constructing Quality is good.
Beneficial effects of the present invention:Using the present invention program, tradition is overcome as pier stud construction causes binder concrete Template cannot install or install after the too big shortcoming of seam.Using this wedged template, in-site installation does not receive pier stud construction deviation Affect, installation rate is fast, and after the completion of construction, binder Surface Quality of Concrete is good.It is especially face directly mixed in pier stud binder side In solidifying soil constructing tie beam, effect is greatly improved.
Description of the drawings
Fig. 1 is that the half of the embodiment of the present invention 1 matches somebody with somebody half entity facade structures schematic diagram of mould;
Fig. 2 is the facade structures schematic diagram of the embodiment of the present invention 1;
Fig. 3 is that the half of the embodiment of the present invention 1 matches somebody with somebody half physical plane structural representation of mould;
Fig. 4 is that the half of the embodiment of the present invention 2 matches somebody with somebody half physical plane structural representation of mould;
Wherein 1 is pier stud, 2 is side form, 3 is bed die, 4 is rebound, 21 is template in front and back, 22 is left-right template, 23 are Interlude template.
Specific embodiment
Following non-limiting examples are used for the present invention to be described.
Embodiment 1:
Referring to figs. 1 to shown in 3, a kind of self adaptation binder template for pier stud binder concrete construction, including surrounding two The side form 2 of pier stud 1, and 2 bottom of side form is located at, the bed die 3 between two pier studs 1 also includes the mistake for connecting pier stud 1 and bed die 3 Cab apron 4.Side form 2 is located at the part between two pier studs 1 and is recessed towards between two pier studs 1, and 2 cross section of side form is in integrally dumbbell shape.Side Mould 2 is located at the part between two pier studs 1 and is made up of interlude template 23 and the splicing fixation of side form other parts two parts, and both Splicing line be an oblique line, interlude template 23 is in shape wide at the top and narrow at the bottom, and its bottom and upper segment is higher by the side form spliced with which Other parts height.As illustrated, side form 2 is by two pieces of left-right templates 22 and four pieces 23 groups of template 21 and interlude template in front and back Into, 23 top of interlude template is higher by the side form other parts height L spliced with which, be higher by below the side form that splices with which its He is Partial Height N.Interlude template 23 is inverted trapezoidal or wedge shape, preferably isosceles trapezoid.
Installation method:1 concrete surface of pier stud construct to away from binder bottom surface certain distance when, install binder bed die 3, Ran Houfen Not An Zhuan template 21 in front and back of two pieces of left-right templates 22 and four pieces, finally the interlude template 23 of isosceles trapezoid is inserted, interlude Template 23 can be according to two limb pier studs 1 apart from its position of self-adaptative adjustment.
Embodiment 2:
The present embodiment is substantially the same manner as Example 1, and its difference is:Side form cross section is integrally rectangular, as shown in Figure 4.
Presently preferred embodiments of the present invention is the foregoing is only, not in order to limit the present invention, all in essence of the invention Any modification, equivalent and improvement that is made within god and principle etc., should be included within the scope of the present invention.

Claims (6)

1. a kind of self adaptation binder template for pier stud binder concrete construction, it is characterised in that:Including surrounding two pier studs Side form, and side form bottom, the bed die between two pier studs is located at, the side form is located at the part between two pier studs by interlude mould Plate and the fixed composition of side form other parts two parts splicing, and both splicing lines are an oblique line, the interlude template is presented Narrow shape under width, its bottom and upper segment are higher by the side form other parts height spliced with which;Side form is located between two pier studs Part is designed to spliced, and binder Side shuttering interlude stencil design is into wide at the top and narrow at the bottom, and short transverse is up and down than being Depth of beam is high, so after pier stud is constructed to certain altitude, installs bed die, assembling reinforcement, installs binder section other templates, finally Interlude template is inserted, now interlude template can be adaptively adjusted interlude template according to the distance between two limb pier shafts The position of insertion, will the vertical direction displacement of interlude template be converted into its horizontal direction displacement, between two pier studs of coupling Distance, interlude template and side form other parts are combined closely naturally, it is ensured that the seam of binder template.
2. the self adaptation binder template of pier stud binder concrete construction is used for as claimed in claim 1, it is characterised in that:Described Interlude template is inverted trapezoidal or wedge shape.
3. the self adaptation binder template of pier stud binder concrete construction is used for as claimed in claim 2, it is characterised in that:Described Interlude template is isosceles trapezoid.
4. the self adaptation binder template of pier stud binder concrete construction is used for as claimed in claim 1, it is characterised in that:Also wrap Include the rebound of connection pier stud and bed die.
5. the self adaptation binder template of pier stud binder concrete construction is used for as claimed in claim 1, it is characterised in that:Described Side form is located at the part between two pier studs and is recessed towards between two pier studs, and the side form cross section is in integrally dumbbell shape.
6. the self adaptation binder template of pier stud binder concrete construction is used for as claimed in claim 1, it is characterised in that:Described Side form cross section is integrally rectangular.
CN201410436666.1A 2014-08-29 2014-08-29 A kind of self adaptation binder template for pier stud binder concrete construction Active CN104179124B (en)

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Application Number Priority Date Filing Date Title
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CN104179124B true CN104179124B (en) 2017-03-15

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105178192B (en) * 2015-08-28 2017-04-05 天津五市政公路工程有限公司 Adjustable binder and pier stud integrated construction technique and application specific form
CN110700105B (en) * 2019-10-21 2021-04-20 中交一公局第七工程有限公司 Synchronous construction method for high pier column and tie beam and template used in same

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* Cited by examiner, † Cited by third party
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JP3875583B2 (en) * 2002-03-20 2007-01-31 川田工業株式会社 Concrete construction method
CN201713963U (en) * 2010-06-04 2011-01-19 同济大学 Replaceable connecting beam
CN102345379B (en) * 2010-08-02 2013-10-30 王亚运 Closed combination template
CN202627506U (en) * 2012-05-25 2012-12-26 中国葛洲坝集团股份有限公司 Formwork for cast-in-place concrete connecting beams
CN103215962A (en) * 2013-03-22 2013-07-24 中铁大桥局集团第五工程有限公司 Pier stud type pile foundation tie beam steel hanging box cofferdam
CN103981798B (en) * 2014-05-21 2015-10-14 福州大学 A kind of hinged precast hollow slab beam bridge hinge sews up head and construction method thereof
CN204151684U (en) * 2014-08-29 2015-02-11 中交二航局第四工程有限公司 A kind of self adaptation binder template for the concrete construction of pier stud binder

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