CN208219413U - A kind of bridge pad pinner adjustable template device - Google Patents

A kind of bridge pad pinner adjustable template device Download PDF

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Publication number
CN208219413U
CN208219413U CN201721147753.0U CN201721147753U CN208219413U CN 208219413 U CN208219413 U CN 208219413U CN 201721147753 U CN201721147753 U CN 201721147753U CN 208219413 U CN208219413 U CN 208219413U
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China
Prior art keywords
steel form
adjusting
rectangle frame
nut
bearing pad
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Active
Application number
CN201721147753.0U
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Chinese (zh)
Inventor
蒋豪
缪新
缪一新
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Wuxi Traffic Construction Engineering Group Co., Ltd.
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Wuxi Traffic Engineering Co Ltd
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Priority to CN201721147753.0U priority Critical patent/CN208219413U/en
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Abstract

The utility model discloses a kind of bridge pad pinner adjustable template devices, including vertical steel form and lateral steel form, vertical steel form and the detachably connected composition rectangle frame of lateral steel form, rectangle frame quadrangle are equipped with the adjusting component for adjusting four angle height of rectangle frame.The outside of vertical steel form and lateral steel form is fixedly installed horizontal positioned card slot close to upper end position respectively, and it is L-shaped to be horizontally arranged card slot.It by adjusting the height at adjustable four angles of rectangle frame of component, influences the bearing pad stone upper surface poured by lower section basis, thus pours the flatness of bearing pad stone and the difference of height at four angles is in smaller range, that improves bearing pad stone pours precision.

Description

A kind of bridge pad pinner adjustable template device
Technical field
The utility model relates to bridge technology fields, more specifically, it relates to a kind of bridge pad pinner adjustable die Panel assembly.
Background technique
It must be provided with branch seat cushion below support to meet partial pressing and replacing time needs according to Bridge Design specification Stone.The dead load and dynamic loading of bridge superstructure are that infrastructure and basis are transmitted to by bearing pad stone, are stress collection In position.Traditional bearing pad stone construction method is the pre-buried bearing pad stone reinforcing bar when pouring Bent beam, to Bent beam Repositioning pours pinner after pouring molding.
Bearing pad stone is all cast in situs, in the prior art, as shown in Figure 1, it includes perpendicular that bearing pad stone, which is poured using template, To template and cross form, vertical formwork and cross form are in the detachably connected composition rectangle frame mould of bearing pad stone casting position Plate, but due to being limited to the upper surface depth of parallelism situation of Bent beam in casting process, it may appear that rectangle frame template height is not Flat situation, leads to occur in bearing pad stone casting process flatness and quadrangle is uneven problem, influences bridge pad peace The precision of dress, to influence amplitude and support service life that beam slab set up and be open to traffic rear support deformation.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of bridge pad pinners to be adjusted Plate device has the characteristics that improve bearing pad stone flatness.
To achieve the above object, the utility model provides following technical solution:
A kind of bridge pad pinner adjustable template device, including vertical steel form and lateral steel form, the vertical steel Template and the detachably connected composition rectangle frame of the lateral steel form, the rectangle frame quadrangle are equipped with for adjusting the rectangle The adjusting component of four angle height of frame, the transverse direction punching block board ends are symmetrically arranged with the flanging vertical with the lateral steel form, The flanging of the vertical steel form and the lateral steel form is bolted, and the adjusting component includes being fixed at institute It states the adjusting nut of rectangle frame quadrangle and the adjusting screw rod with adjusting nut cooperation, the adjusting screw rod is vertically arranged, The adjusting component further includes the second nut, and second nut is located at the surface of the adjusting nut, second nut It is fixed on the vertical steel form, is provided with handle at the top of the adjusting screw rod, the vertical steel form and described The outside of lateral steel form is fixedly installed horizontal positioned card slot close to upper end position respectively, and the horizontal positioned card slot is L-shaped.
By using above-mentioned technical proposal, since it is desired that pouring uneven surface on the basis of the lower section of bearing pad stone will lead to square Shape frame upper surface is uneven, by adjusting the height at adjustable four angles of rectangle frame of component, makes the bearing pad stone upper surface poured It is not influenced by lower section basis, thus pours the flatness of bearing pad stone and the difference of height at four angles is in smaller range, That improves bearing pad stone pours precision.The setting of flanging, vertical steel form and lateral steel form can be easier and conveniently Installation and removal, and install after structure it is more stable.Adjusting nut is arranged in rectangle frame quadrangle, then by adjusting spiral shell Bar and the cooperation for adjusting bolt, rotation adjusting screw rod can adjust the height at four angles of rectangle frame.Above adjusting nut again One the second nut is set, and adjusting screw rod is each passed through the second nut and adjusting nut from top to bottom, reinforces the steady of adjusting screw rod It is qualitative, while during transportation, this set can be to avoid the loss of adjusting screw rod.Handle can be convenient site operation personnel Rotation to adjusting screw rod can also improve the efficiency of operator.It can will be placed between horizontal ruler in horizontal positioned card slot, The quadrangle level height of rectangle frame can be adjusted, it is no longer necessary to which horizontal ruler is ridden over vertical steel form or transverse direction by operator Steel form upper surface, it is possible to reduce the time of operator, improve efficiency.
In conclusion the utility model has the following beneficial effects:
1, component is adjusted by being arranged in rectangle frame quadrangle, the level height of adjustable rectangle frame quadrangle plays raising The effect for pouring precision of bearing pad stone;
2, by the way that horizontal positioned card slot is arranged on vertical steel form and lateral steel form, directly horizontal ruler can be placed In horizontal positioned card slot, the effect for improving worker productivity is played.
Detailed description of the invention
Fig. 1 is the overall structure diagram of bridge pad pinner template in the prior art;
Fig. 2 is the overall structure diagram of 1 Bridge bearing pad stone adjustable template device of embodiment;
Fig. 3 is the enlarged structure schematic diagram of part A in Fig. 2;
Fig. 4 is the overall structure diagram of 2 Bridge bearing pad stone adjustable template device of embodiment;
Fig. 5 is the perspective view of the explosion of 2 Bridge bearing pad stone adjustable template device of embodiment;
Fig. 6 is the enlarged structure schematic diagram of part B in Fig. 5.
In figure: 1, rectangle frame;2, vertical steel form;21, T shape sliding slot;3, lateral steel form;31, flanging;4, adjusting group Part;41, adjusting nut;42, adjusting screw rod;421, handle;43, sliding block;431, the first threaded hole;432, adjusting rod;44, first Bolt;45, the second nut;5, reinforcing rib;6, it is horizontally arranged card slot;7, bolt.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment 1:
A kind of bridge pad pinner adjustable template device, as shown in Fig. 2, including vertical steel form 2 and lateral steel form 3, vertical steel form 2 is 2 with the quantity of lateral steel form 3 and height is identical, wherein there is flanging at 3 both ends of lateral steel form 31, flanging 31 is in 90 degree, and the flanging 31 at both ends is symmetrical arranged.The flanging 31 of lateral steel form 3 offers 2 circular holes, circle Hole is distributed along the vertical direction, and the corresponding position of vertical steel form 2 also offers 2 circular holes, vertical steel form 2 and lateral steel respectively Template 3 passes through circular hole connection composition rectangle frame 1 by bolt 7, and the flanging 31 of every lateral steel form 3 is towards rectangle frame 1 Outside, the size and height of rectangle frame 1 are determined according to the practically necessary size of bearing pad stone and height.
As shown in Figures 2 and 3, vertical 2 both ends of steel form, which are provided with, adjusts component 4, adjusts component 4 for adjusting rectangle The height at 1 four angles of frame.In the present embodiment, adjusting component 4 includes the adjusting nut for being fixed at vertical 2 both ends of steel form 41, positioned at the surface of adjusting nut 41 the second nut 45 and respectively matched with adjusting nut 41, the second nut 45 Adjusting screw rod 42, adjusting screw rod 42 are vertically arranged, and wherein the length of adjusting screw rod 42 is greater than the width of vertical steel form 2, are adjusted It is provided with handle 421 at the top of screw rod 42, can be convenient field personnel and rotate adjusting screw rod 42.Adjusting screw rod 42 is from top to bottom It is each passed through the second nut 45 and adjusting nut 41, the outside of vertical steel form 2 and lateral steel form 3 is all provided with along its length It is equipped with reinforcing rib 5, in the present embodiment, reinforcing rib 5 is that Ribbed Bar is prevented for increasing the intensity of entire rectangle frame 1 in rectangle Rectangle frame 1, which deforms, when pouring bearing pad stone in frame 1 influences the precision of bearing pad stone.
As shown in Fig. 2, dividing along its length in the outside of vertical steel form 2 and lateral steel form 3 close to upper end position It is not fixedly installed horizontal positioned card slot 6, horizontal positioned card slot 6 is L-shaped, and in the present embodiment, being horizontally arranged card slot 6 is angle bar. Horizontal ruler can be directly placed in horizontal positioned card slot 6, measure the levelness situation of the rectangle frame 1 of this position.
Working principle is as follows:
Vertical steel form 2 and lateral steel form 3 are placed into bearing pad stone casting position, and pass through the connection composition of bolt 7 Rectangle frame 1 is placed in the horizontal positioned card slot 6 where rectangle frame 1 needs measurement position using horizontal ruler, rotates 4 respectively Adjusting screw rod 42 adjusts four angle height of rectangle frame 1, and the upper surface of entire rectangle frame 1 is made to be in sustained height.This device can Be in the difference of height at the flatness for pouring bearing pad stone and four angles in smaller range, support is improved Pinner pours precision.
Embodiment 2:
A kind of bridge pad pinner adjustable template device, the structure difference with embodiment 1 are: such as Fig. 4, Fig. 5 and Fig. 6 Shown, adjusting component 4 includes sliding block 43, the first bolt 44 and the T shape being arranged along the vertical direction positioned at vertical 2 both ends of steel form Sliding slot 21, sliding block 43 are embedded in T shape sliding slot 21 and can move along the vertical direction, and an adjusting is fixedly installed below sliding block 43 Bar 432, to adjust vertical 2 place end of steel form after adjusting rod 432 can be made to abut ground when moving down sliding block 43 Height, while the first threaded hole 431 is offered on sliding block 43, the first threaded hole 431 is perpendicular to T shape sliding slot 21, the first bolt 44 are mounted in the first threaded hole 431, and can screw and be connected on 21 inner wall of T shape sliding slot of vertical steel form 2, thus fixed Firmly sliding block 43.
Working principle is as follows:
It is in embodiment 2 with the working principle difference in embodiment 1: is adjusted respectively by the sliding block 43 of mobile four positions Save 1 four angles of rectangle frame height, so that the upper surface of entire rectangle frame 1 is in sustained height, finally screw the first bolt 44 from And sliding block 43 is fixed on rectangle frame 1.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but As long as all by the protection of Patent Law in the scope of the claims of the utility model.

Claims (1)

1. a kind of bridge pad pinner adjustable template device, including vertical steel form (2) and lateral steel form (3), described perpendicular To steel form (2) and described lateral steel form (3) detachably connected composition rectangle frame (1), it is characterised in that: the rectangle frame (1) quadrangle is equipped with the adjusting component (4) for adjusting (1) four angle height of the rectangle frame, described transverse direction steel form (3) both ends It is symmetrically arranged with the flanging (31) vertical with lateral steel form (3), the vertical steel form (2) and the lateral steel form (3) flanging (31) is connected by bolt (7), and adjusting component (4) includes being fixed at the rectangle frame (1) quadrangle Adjusting nut (41) and the adjusting screw rod (42) cooperated with the adjusting nut (41), the adjusting screw rod (42) set vertically It sets, the adjusting component (4) further includes the second nut (45), and second nut (45) is being located at the adjusting nut (41) just Top, second nut (45) are fixed on the vertical steel form (2), the top setting of the adjusting screw rod (42) Have handle (421), close to upper end position, fixation is set respectively in the outside of the vertical steel form (2) and the lateral steel form (3) It is equipped with horizontal positioned card slot (6), the horizontal positioned card slot (6) is L-shaped.
CN201721147753.0U 2017-09-08 2017-09-08 A kind of bridge pad pinner adjustable template device Active CN208219413U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721147753.0U CN208219413U (en) 2017-09-08 2017-09-08 A kind of bridge pad pinner adjustable template device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721147753.0U CN208219413U (en) 2017-09-08 2017-09-08 A kind of bridge pad pinner adjustable template device

Publications (1)

Publication Number Publication Date
CN208219413U true CN208219413U (en) 2018-12-11

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CN201721147753.0U Active CN208219413U (en) 2017-09-08 2017-09-08 A kind of bridge pad pinner adjustable template device

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593086A (en) * 2019-09-10 2019-12-20 甘肃路桥建设集团有限公司 Adjustable support base cushion stone template
CN110725320A (en) * 2019-10-16 2020-01-24 北京翔鲲水务建设有限公司 Sand prevention sill pouring method
CN112813837A (en) * 2021-01-04 2021-05-18 江苏港通路桥集团有限公司 Synchronous construction and maintenance device for support base cushion and lower structure
CN113832842A (en) * 2021-10-18 2021-12-24 中电建十一局工程有限公司 Spherical support leveling device and support mounting leveling method
CN114197323A (en) * 2022-01-11 2022-03-18 江西省交通工程集团有限公司 Support base pad stone height-adjustable double-layer shaped steel formwork and construction method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593086A (en) * 2019-09-10 2019-12-20 甘肃路桥建设集团有限公司 Adjustable support base cushion stone template
CN110725320A (en) * 2019-10-16 2020-01-24 北京翔鲲水务建设有限公司 Sand prevention sill pouring method
CN112813837A (en) * 2021-01-04 2021-05-18 江苏港通路桥集团有限公司 Synchronous construction and maintenance device for support base cushion and lower structure
CN113832842A (en) * 2021-10-18 2021-12-24 中电建十一局工程有限公司 Spherical support leveling device and support mounting leveling method
CN114197323A (en) * 2022-01-11 2022-03-18 江西省交通工程集团有限公司 Support base pad stone height-adjustable double-layer shaped steel formwork and construction method
CN114197323B (en) * 2022-01-11 2024-03-01 江西省交通工程集团有限公司 Double-layer shaping steel template with adjustable support cushion stone elevation and construction method

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Address after: 214000 Room 608, building B, No. 35, Changjiang South Road, Wuxi City, Jiangsu Province

Patentee after: Wuxi Traffic Construction Engineering Group Co., Ltd.

Address before: No. 805 Jianghai West Road, Wuxi, Jiangsu Province

Patentee before: Wuxi Traffic Engineering Co., Ltd.