CN209227343U - Concrete shoulder work Quick Release template system - Google Patents

Concrete shoulder work Quick Release template system Download PDF

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Publication number
CN209227343U
CN209227343U CN201822051482.XU CN201822051482U CN209227343U CN 209227343 U CN209227343 U CN 209227343U CN 201822051482 U CN201822051482 U CN 201822051482U CN 209227343 U CN209227343 U CN 209227343U
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China
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template
concrete
vertical plate
piece
nut
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CN201822051482.XU
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吴道光
杨景伟
周波林
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China Metallurgical Construction Engineering Group Co Ltd
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China Metallurgical Construction Engineering Group Co Ltd
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Abstract

The utility model discloses a kind of concrete shoulder work Quick Release template systems, it includes template and baffle, the template is steel form, it is symmetricly set on the left and right sides of road shoulder concrete, it is spaced and multiple locking nuts is installed at the outside of every piece of template, the middle part of template, the locking nut is distributed along the length direction of template;It is equipped at intervals with muti-piece on the outside of two templates, along template length direction and reinforces vertical plate, at least one bolt matched with locking nut is equipped in the middle part of every piece of reinforcing vertical plate, it is equipped with a Screw arbor with nut at both-ends in the corresponding reinforcing vertical plate upper end of every two, the Screw arbor with nut at both-ends will reinforce vertical plate by nut after two reinforcing vertical plates and template is fixed together.The concrete shoulder work Quick Release template system that the utility model obtains together is fixed it by Screw arbor with nut at both-ends and locking nut and bolt, has dual fixed effect, so that template is more firm, it is not in rise mould and spillage phenomenon.

Description

Concrete shoulder work Quick Release template system
Technical field
The utility model relates to a kind of shoulder work fields, and in particular to a kind of concrete shoulder work Quick Release template body System.
Background technique
In roadbed road shoulder concrete construction, since its construction action area is narrow, template is not easy to reinforce, and usually adopts It is constructed with the following two kinds mode: (1), using the small-sized template assembly of piecemeal, temporary support supporting, this template progress roadbed road shoulder Shuttering supporting is unstable when concrete construction, is easy to run mould, and it is time-consuming to construct, working efficiency is low, the concrete after construction Also out-of-flatness, leakiness of vibrating, appearance are irregular in face.(2), using manually receipts surface treatment is carried out, ratio of slope is struck off by guiding ruler, is applied Linear effect is poor after the completion of work, and concrete density is difficult up to standard, and working efficiency is low, and construction cost is big.
Based on the above issues, China State Intellectual Property Office was disclosed on June 30th, 2017, and notification number is 206289502 road shoulder concrete construction typified forms, including template I, template II, to drawing preformed plate, Screw arbor with nut at both-ends and baffle, mould The top of plate I and template II are equipped at intervals with several pairs of drawing preformed plates along its length, are all provided on each pair of drawing preformed plate Have one to drawing preformed hole, Screw arbor with nut at both-ends be each passed through on template I and template II it is corresponding to draw preformed hole by template I and mould Plate II is fixed together, and baffle is arranged in the end face of template I and template II.It, can be rapidly and accurately after above-mentioned typified form The flatness and quality of vibrating of concrete are controlled, working efficiency greatly improves, and construction cost decreases.But above-mentioned template It is only fixed in upper end using Screw arbor with nut at both-ends, so that the fixed structure of template I and template II are not firm enough, is easy to produce spillage Phenomenon.Meanwhile above-mentioned template is plank sheathing, there are larger difficulties when demoulding, meanwhile, concrete surface after molding not enough light It is sliding, influence its aesthetics.
Summary of the invention
In view of the above shortcomings of the prior art, the technical problem to be solved by the utility model is to how to provide a kind of de- Mould convenience, stabilized structure, the high-quality concrete shoulder work Quick Release template system of road shoulder concrete formation.
In order to solve the above-mentioned technical problem, the utility model uses the following technical solution:
A kind of concrete shoulder work Quick Release template system, it include along road shoulder length direction template and be located at template end The baffle in portion there are two the template is set, is symmetricly set on the left and right sides of road shoulder concrete, and the width of template and road shoulder are mixed The vertical height for coagulating soil matches, which is characterized in that the template is steel form, in the outside of every piece of template, the middle part of template Interval is equipped with multiple locking nuts, and the locking nut is distributed at least provided with a row, and along the length direction of template;Two It is equipped at intervals with muti-piece on the outside of template, along template length direction and reinforces vertical plate, the reinforcing vertical plate outside two templates is arranged in a one-to-one correspondence, It is equipped at least one bolt matched with locking nut in the middle part of every piece of reinforcing vertical plate, is stood in corresponding reinforce of every two Plate upper end is equipped with a Screw arbor with nut at both-ends, and the Screw arbor with nut at both-ends is reinforced after vertical plate through two will reinforce vertical plate and template by nut It is fixed together, and template is clamped.In this way, template together consolidates it by Screw arbor with nut at both-ends and locking nut and bolt It is fixed, there is dual fixed effect, so that template is more firm, it is not in rise mould and spillage phenomenon.Meanwhile template is punching block, It is made of steel, and steel have intensity high, the smooth advantage in surface, using may make later period road shoulder concrete after punching block Forming Quality is high, smooth surface, and is easy demoulding.In addition, split bolt connects together the reinforcing vertical plate of two sides, and reinforce vertical The locking nut on bolt and template on plate matches, so that template and reinforcing vertical plate connect together, meanwhile, template is steel Mould only need to be tapped and can be demoulded.After demoulding, the template system is pushed forward, entire template can be moved forward, for pouring down Stretch shoulder, can effectively shorten template set-up time of road shoulder.
Further, the outside in every piece of template, the length direction along template, which are spaced, is equipped with multiple positioning plates, described Positioning plate is close on the outside of template, and the outside bending in lower end is L-shaped, and a positioning is equipped on the bending part of every piece of positioning plate Bar, the locating rod extend back in road shoulder basal layer through positioning plate.In this way, positioning plate is set as L shape, and fixed with locating rod Afterwards, Primary Location can be carried out to template, template is made to be erected at setting position.Meanwhile positioning plate can also be shared suffered by template Pressure increases the bearing capacity of template.In demoulding, need after first locating rod is extracted or cut, then carry out demoulding.
Further, the positioning plate is angle steel, and spaced set.In this way, it is fixed to be used as that discarded angle steel can be used Position plate.
Further, two rows of locking nuts are equipped at intervals in each piece of template, two rows locking nut corresponds Setting.In this way, the middle part of template i.e. have two rows of locking points, bolt be inserted into locking nut after, by rotate bolt, make template with Vertical plate is reinforced to be fixedly connected.
Further, the locking nut is fixed by welding on the outside of template.In this way, locking nut and template form one Body can reduce set-up time and program.
Further, the reinforcing vertical plate is in rectangle, and length is greater than the width of template, is all provided on every piece of reinforcing vertical plate There is the pulling eye for being used to wear Screw arbor with nut at both-ends.It stretches out outside template, is placed in above template in this way, reinforcing vertical plate top, into And it is convenient for the setting and installation of Screw arbor with nut at both-ends.
Compared with prior art, the concrete shoulder work Quick Release template system that the utility model obtains has following excellent Point:
1, template is together fixed it by Screw arbor with nut at both-ends and locking nut and bolt, has dual fixed effect Fruit, so that template is more firm, it is not in rise mould and spillage phenomenon.
2, being used as using punching block may make the Forming Quality of later period road shoulder concrete high after template, smooth surface, and be easy Demoulding.
Detailed description of the invention
Fig. 1 is the mounting structure schematic diagram of concrete shoulder work Quick Release template system in embodiment;
Fig. 2 is the part mounting structure enlarged diagram of template system length direction in embodiment.
In figure: template 1, positioning plate 3, positioning plate 4, reinforces vertical plate 5, bolt 6, Screw arbor with nut at both-ends 7 at locking nut 2.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and examples.
Embodiment:
As shown in Figure 1 and Figure 2, concrete shoulder work Quick Release template system provided in this embodiment, it includes long along road shoulder It spends the template 1 in direction and is located at the baffle of 1 end of template, the template 1 is symmetricly set on a left side for road shoulder concrete there are two setting Right two sides, and the width of template 1 and the vertical height of road shoulder concrete match, the template 1 is steel form, in every piece of template 1 outside, the middle part of template 1, which are spaced, is equipped with multiple locking nuts 2, and the locking nut 2 is equipped with two rows, and along template 1 Length direction distribution;It in the outside of two template 1, is equipped at intervals with along 1 length direction of template muti-piece and reinforces vertical plate 5, outside two templates Reinforcing vertical plate 5 be arranged in a one-to-one correspondence, be equipped with what at least one was matched with locking nut 2 in the middle part of every piece of reinforcing vertical plate 5 Bolt 6 is equipped with a Screw arbor with nut at both-ends 7 in corresponding 5 upper end of reinforcing vertical plate of every two, and the Screw arbor with nut at both-ends 7 adds through two Gu vertical plate 5 will be reinforced by nut 8 after vertical plate 5 and template 1 is fixed together, and template 1 is clamped.In the specific implementation, on Stating locking nut 2 can be used sleeve replacement, and reinforcing bar replacement can be used in bolt 6, connects and consolidates in such a way that reinforcing bar is inserted into sleeve Solid plate 1 and reinforcing vertical plate 5.
In a pre-installation, the position of template 1 need to be determined, and positioned.In order to realize the positioning of template 1, in every piece of mould The outside of plate 1 is spaced along the length direction of template 1 and is equipped with multiple positioning plates 3, and the positioning plate 3 is close to 1 outside of template, The outside bending in its lower end, it is L-shaped, a locating rod 4 is equipped on the bending part of every piece of positioning plate 3, the locating rod 4 runs through Positioning plate 3 extendes back in road shoulder basal layer.When installation template 1, calculated according to the thickness gauge of the thickness of template 1 and road shoulder concrete The installation site of positioning plate 3, after positioning plate 3 and locating rod 4 are installed, then installation template 1, to ensure the installation site of template 1 Accurately, template 1 is tentatively supported.
Specifically, above-mentioned positioning plate 3 is angle steel, and the setting of positioning plate 3 is being reinforced between vertical plate 5, and above-mentioned locating rod 4 is steel Muscle, buried depth are at least 10cm.
As shown in Fig. 2, two rows locking nut 2 is arranged in a one-to-one correspondence in every piece of template 1.When it is implemented, upper and lower two Row's locking nut 2 can be staggered, and when being staggered, the spacing between two adjacent locking nuts 2 need to be arranged more a little bit smaller.
In addition, the step of in order to reduce installation, accelerates installation progress, locking nut 2 is fixed by welding in outside template 1 Side.
As shown in Fig. 2, the reinforcing vertical plate 5 in the present embodiment is in rectangle, it is made of steel plate, length is greater than template 1 Width, every piece reinforce vertical plate 5 on be equipped with one for wear Screw arbor with nut at both-ends 7 pulling eye and two with 2 phase of locking nut Corresponding bolt mounting holes.
Finally, it should be noted that above embodiments are merely intended for describing the technical solutions of the present application, but not for limiting the present application technology Scheme, although applicant is described in detail the utility model referring to preferred embodiment, those skilled in the art Should be appreciated that those, the technical solution of the present invention is modified or equivalently replaced, without departing from the technical program Objective and range should all cover in the scope of the claims of the utility model.

Claims (6)

1. a kind of concrete shoulder work Quick Release template system, it include along road shoulder length direction template (1) and be located at template (1) baffle of end there are two the template (1) sets, is symmetricly set on the left and right sides of road shoulder concrete, and template (1) The vertical height of width and road shoulder concrete matches, which is characterized in that the template (1) is steel form, in every piece of template (1) Outside, template (1) middle part be spaced and be equipped with multiple locking nuts (2), the locking nut (2) at least provided with a row, And it is distributed along the length direction of template (1);Muti-piece is equipped at intervals on the outside of two templates (1), along template (1) length direction to reinforce Vertical plate (5), the reinforcing vertical plate (5) outside two templates are arranged in a one-to-one correspondence, and are equipped at least one in the middle part of every piece of reinforcing vertical plate (5) The bolt (6) matched with locking nut (2) is equipped with one to drawing spiral shell in corresponding reinforcing vertical plate (5) upper end of every two Bar (7), the Screw arbor with nut at both-ends (7) will reinforce vertical plate (5) by nut (8) afterwards through two reinforcings vertical plate (5) and template (1) is fixed Together, and by template (1) it clamps.
2. concrete shoulder work Quick Release template system according to claim 1, which is characterized in that in every piece of template (1) Outside, along the length direction of template (1) be spaced and be equipped with multiple positioning plates (3), the positioning plate (3) is close to template (1) Outside, the outside bending in lower end is L-shaped, and a locating rod (4) is equipped on the bending part of every piece of positioning plate (3), described fixed Position bar extendes back in road shoulder basal layer through positioning plate (3).
3. concrete shoulder work Quick Release template system according to claim 2, which is characterized in that the positioning plate (3) For angle steel, and it is set in qually spaced on the outside of template (1).
4. concrete shoulder work Quick Release template system according to claim 1 or 2, which is characterized in that each piece of template (1) it is equipped at intervals on two rows of locking nuts (2), two rows locking nut (2) is arranged in a one-to-one correspondence.
5. concrete shoulder work Quick Release template system according to claim 4, which is characterized in that the locking nut (2) it is fixed by welding on the outside of template (1).
6. concrete shoulder work Quick Release template system according to claim 1 or 2, which is characterized in that described reinforce is stood Plate (5) is in rectangle, and length is greater than the width of template (1), and one is equipped on every piece of reinforcing vertical plate (5) for wearing to drawing The pulling eye of screw rod (7).
CN201822051482.XU 2018-12-07 2018-12-07 Concrete shoulder work Quick Release template system Active CN209227343U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201822051482.XU CN209227343U (en) 2018-12-07 2018-12-07 Concrete shoulder work Quick Release template system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201822051482.XU CN209227343U (en) 2018-12-07 2018-12-07 Concrete shoulder work Quick Release template system

Publications (1)

Publication Number Publication Date
CN209227343U true CN209227343U (en) 2019-08-09

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201822051482.XU Active CN209227343U (en) 2018-12-07 2018-12-07 Concrete shoulder work Quick Release template system

Country Status (1)

Country Link
CN (1) CN209227343U (en)

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