CN205476460U - Can have enough to meet need post -cast strip side form - Google Patents

Can have enough to meet need post -cast strip side form Download PDF

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Publication number
CN205476460U
CN205476460U CN201620237608.0U CN201620237608U CN205476460U CN 205476460 U CN205476460 U CN 205476460U CN 201620237608 U CN201620237608 U CN 201620237608U CN 205476460 U CN205476460 U CN 205476460U
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CN
China
Prior art keywords
side form
cast strip
enough
post
meet
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
CN201620237608.0U
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Chinese (zh)
Inventor
许翔
任庆斌
赵子余
于泽涛
崔爱珍
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.)
China Construction Eighth Engineering Division Co Ltd
Original Assignee
China Construction Eighth Engineering Division 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 China Construction Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN201620237608.0U priority Critical patent/CN205476460U/en
Application granted granted Critical
Publication of CN205476460U publication Critical patent/CN205476460U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a can have enough to meet need post -cast strip side form, this kind of can have enough to meet need post -cast strip side form includes: the side form body, the side form body includes first rectangle side form board and second rectangle side form board, the long limit of first rectangle side form board no. 1 with a second rectangle side form board long limit is articulated each other, a rebar installation groove, a rebar installation separation set up in another long limit of first rectangle side form board, and the 2nd rebar installation groove, the 2nd rebar installation separation set up in another long limit of second rectangle side form board. With this, realized the utility model discloses but that can have enough to meet need post -cast strip side form installation is dismantled is simple and convenient, can have enough to meet the need and reuse's characteristics.

Description

Post-cast strip side form can be had enough to meet the need
Technical field
This utility model relates to the alter-pouring strips mould plate in construction, particularly relates to one and can have enough to meet the need post-cast strip side form.
Background technology
Post-cast strip be in construction according to design or the requirement of job specfication, in the structures such as plate, wall, beam arrange, and the most again casting concrete temporary construction seam.It is for preventing monolithic reinforced concrete structure due to variations in temperature, autogenous shrinkage inequality, settling the harmful cracks that the impact of unequal factor produces.
At present, post-cast strip side form is usually Bullet structure, and the post-cast strip formwork of this structure cannot use by turnaround cycle after use completes.Owing to there is the post-cast strip of larger area in heavy construction in constructing, therefore need to use substantial amounts of side form.If using disposable side form, not only can increase construction cost, and can produce a large amount of construction waste, the cleaning work for the later stage brings trouble.
Utility model content
The technical problems to be solved in the utility model is to provide the post-cast strip side form that a kind of installing/dismounting is simple and convenient, can have enough to meet the need and reuse.
For solve above-mentioned technical problem, this utility model by the following technical solutions:
One can have enough to meet the need post-cast strip side form, including:
Side form body, described side form body includes that the first rectangular side template and the second rectangular side template, the described first long limit of rectangular side template one and the described second long limit of rectangular side template one are hinged;
First reinforcement installation groove, described first reinforcement installation separation is arranged at described another long limit of first rectangular side template;And
Second reinforcement installation groove, described second reinforcement installation separation is arranged at described another long limit of second rectangular side template.
Further, multiple described side form bodies are connected with each other along its length, and the connected limit of described side form body has through hole, and described through hole is provided with connector.
Further, described connector is the snap ring being fixed on described through hole.
Further, between the described first long limit of rectangular side template one and the described second long limit of rectangular side template one, Hinge mechanism is set.
Further, described first rectangular side template and described second rectangular side template are rectangular steel plates, described first reinforcement installation groove cuts according to the spacing of post-cast strip, job site top bars and forms, and described second reinforcement installation groove cuts according to the spacing of post-cast strip, job site lower floor reinforcing bar and forms.
Further, described first reinforcement installation groove and described second reinforcement installation groove be shaped as " U " type.
This utility model uses technique scheme, and it has the advantages that
The two pieces of rectangular side template composition side form bodies being hinged, it is simpler and convenient that this folding structure makes the installing/dismounting of this post-cast strip side form work.Additionally, be respectively cut out the first reinforcement installation groove and the accurately installation of the second reinforcement installation groove, beneficially reinforcing bar and location according to the spacing of post-cast strip, job site levels reinforcing bar.After to be used, workmen first folds the first rectangular side template and the second rectangular side template, then it is taken out from post-cast strip, deposits in the region of regulation subsequently, treats that next time is continuing with.Above-mentioned have enough to meet the need, construction cost had both been saved in the design of repeatable utilization, decreased again the generation of building waste wood.
Accompanying drawing explanation
Fig. 1 is the plan view that this utility model can have enough to meet the need post-cast strip side form.
Fig. 2 is that this utility model can have enough to meet the need the plan view after post-cast strip side form multiple have enough to meet the need post-cast strip side form combination.
Detailed description of the invention
In order to make those skilled in the art be more fully understood that the technical solution of the utility model, and it is understandable to enable the above-mentioned purpose of technical solutions of the utility model, feature and advantage to become apparent from, and is described in further detail this utility model below in conjunction with the accompanying drawings.
First, reference Fig. 1, Fig. 1 is the plan view that this utility model can have enough to meet the need post-cast strip side form.As shown in Figure 1, this utility model can have enough to meet the need post-cast strip side form and mainly include three parts, and it is side form body, the first reinforcement installation groove 3 and the second reinforcement installation groove 4 respectively.
Wherein, side form body includes that the first rectangular side template 1 and the second rectangular side template 2, a long limit of the first rectangular side template 1 and a long limit of the second rectangular side template 2 are hinged.And the first reinforcement installation groove 3 is arranged in another long limit of the first rectangular side template 1 at a certain distance, the second reinforcement installation groove 4 is arranged in another long limit of the second rectangular side template 2 the most at a certain distance.First reinforcement installation groove 3 and the second reinforcement installation groove 4 are for accommodating the levels reinforcing bar in post-cast strip.
The basic structure of post-cast strip side form can be had enough to meet the need described above as this utility model, use said structure to create following effect.
Side form body can fold in certain angle, workmen is by reducing the angle between the first rectangular side template 1 and the second rectangular side template 2, shorten the overall width of side form body, side form body is made to shift more neatly in post-cast strip, it is to avoid the situation having caused side form to take out smoothly owing to having added transverse steel and longitudinal reinforcement in post-cast strip occurs.The had enough to meet the need post-cast strip side form using this structure has dismountable function, so have can have enough to meet the need, the function of repeatable utilization.Additionally, top bars and lower floor's reinforcing bar muscle in post-cast strip are installed in the first reinforcement installation groove 3 and the second reinforcement installation groove 4, this utility model can be made can to have enough to meet the need the installation location of post-cast strip side form more firmly, accurately.
Referring again to Fig. 1, the most preferably, the first rectangular side template 1 and the second rectangular side template 2 can be rectangular steel plates, and connect this two pieces of rectangular steel plates, to form side form body by Hinge mechanism 6.Spacing further according to the post-cast strip top bars of job site cuts out the first reinforcement installation groove 3, according to spacing cut place the second reinforcement installation groove 4 of the post-cast strip lower floor reinforcing bar of job site;Further, the kerf of the first reinforcement installation groove 3 and the second reinforcement installation groove 4 is " U " type.Further, can have enough to meet the need for convenience, reusable functional realiey, the width of the first reinforcement installation groove 3 should be slightly bigger than the diameter of post-cast strip, job site top bars, and the width of the second reinforcement installation groove 4 should be slightly bigger than the diameter of post-cast strip, job site lower floor reinforcing bar.Rectangle plank can certainly be used to replace rectangular steel plates, and workmen should be according to Construction Condition unrestricted choice.
In order to meet the needs of long length post-cast strip, job site, this utility model can have enough to meet the need post-cast strip side form and have splicing function.
In this utility model, the connection limit of adjacent two side form bodies arranges through hole 5.The most preferably, at least one through hole 5 is all set on the connection limit of the first rectangular side template 1 and the second rectangular side template 2, and in through hole 5, adds connector, to realize being connected with each other of polylith side form body.
Specifically, it is that this utility model can have enough to meet the need the plan view after post-cast strip side form multiple have enough to meet the need post-cast strip side form combination with reference to Fig. 2, Fig. 2.In Fig. 2, two minor faces of the first rectangular side template 1 respectively arrange a through hole 5, and two minor faces of the second rectangular side template 1 respectively arrange a through hole 5, and this through hole 5 is for fixing the snap ring 7 between adjacent two pieces of side templates.During use, the two ends of snap ring 7 are individually fixed in the through hole 5 of adjacent two the first rectangular side templates 1 or the second rectangular side template 2.According to this, it is achieved that this utility model polylith can have enough to meet the need the splicing of post-cast strip side form.
Being described in detail this utility model above in association with drawings and Examples, this utility model can be made many variations example by those skilled in the art according to the above description.Thus, some details in embodiment should not constitute restriction of the present utility model, this utility model by the scope that defines using appended claims as protection domain of the present utility model.

Claims (6)

1. one kind can have enough to meet the need post-cast strip side form, it is characterised in that including:
Side form body, described side form body includes the first rectangular side template and the second rectangular side Template, the described first long limit of rectangular side template one and the described second long limit of rectangular side template one It is hinged;
First reinforcement installation groove, described first reinforcement installation separation is arranged at described first Another long limit of rectangular side template;And
Second reinforcement installation groove, described second reinforcement installation separation is arranged at described second Another long limit of rectangular side template.
The most according to claim 1 have enough to meet the need post-cast strip side form, it is characterised in that Multiple described side form bodies are connected with each other along its length, being connected of described side form body While have through hole, described through hole is provided with connector.
The most according to claim 2 have enough to meet the need post-cast strip side form, it is characterised in that Described connector is the snap ring being fixed on described through hole.
The most according to claim 1 have enough to meet the need post-cast strip side form, it is characterised in that Between the described first long limit of rectangular side template one and the described second long limit of rectangular side template one Hinge mechanism is set.
The most according to claim 1 have enough to meet the need post-cast strip side form, it is characterised in that Described first rectangular side template and described second rectangular side template are rectangular steel plates, described One reinforcement installation groove cuts according to the spacing of post-cast strip, job site top bars and forms, institute State the second reinforcement installation groove according to the spacing cutting of post-cast strip, job site lower floor reinforcing bar Become.
The most according to claim 5 have enough to meet the need post-cast strip side form, it is characterised in that Described first reinforcement installation groove and described second reinforcement installation groove be shaped as " U " type.
CN201620237608.0U 2016-03-25 2016-03-25 Can have enough to meet need post -cast strip side form Expired - Fee Related CN205476460U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620237608.0U CN205476460U (en) 2016-03-25 2016-03-25 Can have enough to meet need post -cast strip side form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620237608.0U CN205476460U (en) 2016-03-25 2016-03-25 Can have enough to meet need post -cast strip side form

Publications (1)

Publication Number Publication Date
CN205476460U true CN205476460U (en) 2016-08-17

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106150084A (en) * 2016-08-30 2016-11-23 福州市第三建筑工程公司 A kind of mold method wearing muscle template and formwork erecting structure thereof
CN110005196A (en) * 2019-05-10 2019-07-12 中铁建工集团有限公司 A kind of foldable sawtooth punched-plate
CN113931442A (en) * 2021-11-11 2022-01-14 中建八局第二建设有限公司 Post-cast strip slurry leakage prevention template capable of being circulated

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106150084A (en) * 2016-08-30 2016-11-23 福州市第三建筑工程公司 A kind of mold method wearing muscle template and formwork erecting structure thereof
CN110005196A (en) * 2019-05-10 2019-07-12 中铁建工集团有限公司 A kind of foldable sawtooth punched-plate
CN113931442A (en) * 2021-11-11 2022-01-14 中建八局第二建设有限公司 Post-cast strip slurry leakage prevention template capable of being circulated

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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: 20160817