CN207647174U - A kind of reinforced concrete member post-cast strip molding machine - Google Patents

A kind of reinforced concrete member post-cast strip molding machine Download PDF

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Publication number
CN207647174U
CN207647174U CN201721615930.3U CN201721615930U CN207647174U CN 207647174 U CN207647174 U CN 207647174U CN 201721615930 U CN201721615930 U CN 201721615930U CN 207647174 U CN207647174 U CN 207647174U
Authority
CN
China
Prior art keywords
post
cast strip
reinforced concrete
side template
irrigating sealant
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
CN201721615930.3U
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Chinese (zh)
Inventor
唐志雄
陈水冰
俞俊
饶尉
李章盛
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.)
Guangzhou Stable Waterproof And Strengthening Engineering Co Ltd
Original Assignee
Guangzhou Stable Waterproof And Strengthening Engineering 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 Guangzhou Stable Waterproof And Strengthening Engineering Co Ltd filed Critical Guangzhou Stable Waterproof And Strengthening Engineering Co Ltd
Priority to CN201721615930.3U priority Critical patent/CN207647174U/en
Application granted granted Critical
Publication of CN207647174U publication Critical patent/CN207647174U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of reinforced concrete member post-cast strip molding machines,Include mainly post-cast strip filling irrigating sealant and molding machine main body,The post-cast strip filling irrigating sealant is between adjacent reinforced concrete member main body,The protruding bar of wherein reinforced concrete member body interior extends in the filling irrigating sealant of post-cast strip,And the protruding bar in the filling irrigating sealant of post-cast strip is opposite two-by-two and overlaps setting,The utility model realizes the closing to the above top surface in side before and after the filling irrigating sealant of post-cast strip,Simultaneously pass through the slip casting into post-cast strip filling irrigating sealant of concrete grouting hole,It waits for blocking concrete grouting hole after filling in the filling irrigating sealant of post-cast strip at this time,Then it waits for concrete curing,Finally remove assembled buckle closure and side template,Whole the case where can leaking outside to avoid concrete grout during perfusion,Assembled buckle closure can gradually be installed with slip casting process simultaneously,It is whole more clearly to observe pouring flow.

Description

A kind of reinforced concrete member post-cast strip molding machine
Technical field
The utility model is related to building fields, more particularly, to a kind of reinforced concrete member post-cast strip molding machine.
Background technology
It is to prevent monolithic reinforced concrete structure since autogenous shrinkage is uneven or settles not that post-cast strip, which is in construction, Issuable harmful cracks stay what is set to face according to design or job specfication requirement in sole plate, wall, beam corresponding position When construction joint.
If structure is temporarily divided into stem portion by post-cast strip, shunk by component inside, is poured again after some time and smash this Structure is linked to be whole area by construction joint concrete.When pouring the time and preferably selecting temperature relatively low of post-cast strip, can be with pouring water Mix the concrete of micro aluminium powder in mud or cement, strength grade should level-one higher than component strength, prevent between New-old concrete There is crack, causes weak part.The position of post-cast strip is set it should also be taken into account that the different Elements Of Expense of the measures such as template.
Existing post-cast strip formwork for placing is simple, and it is poor to pour effect, it is difficult to reach and pour effect well, the later stage also need through Cross repeatedly processing.
Utility model content
The utility model is to overcome the above situation insufficient, it is desirable to provide a kind of technical solution that can be solved the above problems.
A kind of reinforced concrete member post-cast strip molding machine includes mainly post-cast strip filling irrigating sealant and molding machine master Body, the post-cast strip filling irrigating sealant is between adjacent reinforced concrete member main body, wherein in reinforced concrete member main body The protruding bar in portion extends in the filling irrigating sealant of post-cast strip, and the protruding bar in the filling irrigating sealant of post-cast strip is opposite two-by-two and overlaps Setting, protruding bar are in horizontally disposed;The form for protruding bar adopts binding that in the filling irrigating sealant of post-cast strip and mutually overlapped It is fixedly connected, and the lap of splice of protruding bar is 50d-100d(D is equal to the diameter of protruding bar);The molding machine Main body includes mainly side template, and side template is square platy structure, and the center of side template offers concrete grouting hole, and Side template extends in left and right and is vertically arranged in the front and back side of post-cast strip filling irrigating sealant;The height of the side template is filled out more than post-cast strip The left and right end face of the height for filling seam, the side template on front side of the filling irrigating sealant of post-cast strip is adjacent to the steel of post-cast strip filling irrigating sealant both sides respectively The leading flank of reinforced concrete member body;The left and right end face of side template on rear side of the filling irrigating sealant of post-cast strip is adjacent to post-cast strip respectively The trailing flank of the reinforced concrete member main body of filling irrigating sealant both sides;Wherein reinforced concrete member main body front-back and close to after pour With pre-buried wear to the side template on the outside of reinforced concrete member main body fixes embedded ribs, side template fixation embedded ribs at filling irrigating sealant It is horizontally orientated to after being in, and side template fixes embedded ribs and is fixedly connected with adjacent side template in the form of welding, side template is just at this time Preferable fixed effect can be formed, while the later stage is also very easily disassembled;The molding machine main body further includes two front and back water The slab track frame of flat setting, slab track frame sets up the upper port left and right sides in post-cast strip filling irrigating sealant separately, and slab track frame is flat It is placed on the upper surface of reinforced concrete member main body, the upper surface of the slab track frame offers the guiding of anterior-posterior horizontal setting Catching groove is equipped with the assembled buckle closure of square plate shape between the slab track frame, wherein the both ends of assembled buckle closure are machined with guiding catching groove Assembled buckle closure is buckled in guiding catching groove using catching groove eye-splice is oriented to, is spelled successively using assembled buckle closure anterior-posterior horizontal at this time by eye-splice The closing realized to post-cast strip filling irrigating sealant upper port is connect, it is whole at this time just to realize to the above top surface in side before and after the filling irrigating sealant of post-cast strip Closing wait for filling in the filling irrigating sealant of post-cast strip at this time simultaneously by the slip casting into post-cast strip filling irrigating sealant of concrete grouting hole After concrete grouting hole is blocked, then wait for concrete curing, finally remove assembled buckle closure and side template is Can, whole the case where can leaking outside to avoid concrete grout during perfusion, while assembled buckle closure can be with slip casting Process is gradually installed, whole more clearly to observe pouring flow.
As further program of the utility model:The assembly buckle closure and side template are all made of cast iron quality and are made.
As further program of the utility model:The front and back end of the slab track frame mutually holds out against setting with side template.
As further program of the utility model:The slab track frame is made of steel structure material.
The beneficial effects of the utility model:The utility model realizes the envelope to the above top surface in side before and after the filling irrigating sealant of post-cast strip It closes, simultaneously by the slip casting into post-cast strip filling irrigating sealant of concrete grouting hole, waits for that filling finishes in the filling irrigating sealant of post-cast strip at this time Concrete grouting hole is blocked afterwards, then waits for concrete curing, the assembled buckle closure of finally dismounting and side template, it is whole The case where body can leak outside during perfusion to avoid concrete grout, at the same assembled buckle closure can with slip casting process by Step installation, it is whole more clearly to observe pouring flow.
The additional aspect and advantage of the utility model will be set forth in part in the description, partly will be from following description In become apparent, or recognized by the practice of the utility model.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only It is some embodiments of the utility model, for those of ordinary skill in the art, before not making the creative labor property It puts, other drawings may also be obtained based on these drawings.
Fig. 1 is the structural schematic diagram before the utility model pours.
Fig. 2 is the structural schematic diagram of side template in the utility model.
Fig. 3 is partial structural diagram when the utility model pours.
In figure:1- reinforced concrete members main body, 2- protruding bars, the post-cast strips 3- filling irrigating sealant, 4- side templates are fixed pre-buried Muscle, 5- side templates, 6- concrete groutings hole, 7- slab tracks frame, 8- are oriented to catching groove, 9- assembly buckle closures.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work The every other embodiment obtained, shall fall within the protection scope of the present invention.
Please refer to Fig.1~3, in the utility model embodiment, a kind of reinforced concrete member post-cast strip molding machine, mainly Including post-cast strip filling irrigating sealant 3 and molding machine main body, the post-cast strip filling irrigating sealant 3 is located at adjacent reinforced concrete member master Between body 1, the protruding bar 2 wherein inside reinforced concrete member main body 1 extends in post-cast strip filling irrigating sealant 3, and after being located at It pours opposite two-by-two with the protruding bar 2 in filling irrigating sealant 3 and overlaps setting, protruding bar 2 is in horizontally disposed;It is filled out positioned at post-cast strip It fills in seam 3 and the form of mutually overlapped protruding bar 2 adopts binding is fixedly connected, and the lap of splice of protruding bar 2 is 50d- 100d(D is equal to the diameter of protruding bar 2);The molding machine main body includes mainly side template 5, and side template 5 is square The center of platy structure, side template 5 offers concrete grouting hole 6, and side template 5 extends and is vertically arranged in left and right The front and back side of post-cast strip filling irrigating sealant 3;The height of the side template 5 is more than the height of post-cast strip filling irrigating sealant 3, is located at post-cast strip and fills Before the left and right end face of the side template 5 of 3 front side of seam is adjacent to the reinforced concrete member main body 1 of 3 both sides of post-cast strip filling irrigating sealant respectively Side;It is adjacent to the reinforcing bar of 3 both sides of post-cast strip filling irrigating sealant respectively positioned at the left and right end face of the side template 5 of 3 rear side of post-cast strip filling irrigating sealant The trailing flank of concrete component main body 1;Wherein reinforced concrete member main body front-back and pre- at post-cast strip filling irrigating sealant It buries the side template worn to 1 outside of reinforced concrete member main body and fixes embedded ribs 4, side template is fixed embedded ribs 4 and walked in rear level To, and side template fix embedded ribs 4 adjacent side template 5 is fixedly connected in the form of welding, at this time side template 5 can be formed compared with Good fixed effect, while the later stage is also very easily disassembled;The molding machine main body further includes that two anterior-posterior horizontals are arranged Slab track frame 7, slab track frame 7 sets up the upper port left and right sides in post-cast strip filling irrigating sealant 3 separately, and slab track frame 7 is lain in The upper surface of reinforced concrete member main body 1, the upper surface of the slab track frame 7 offer the guiding that anterior-posterior horizontal is arranged and buckle Slot 8 is equipped with the assembled buckle closure 9 of square plate shape between the slab track frame 7, wherein the both ends of assembled buckle closure 9 are machined with guiding button Slot eye-splice is oriented to using being oriented to catching groove eye-splice and being buckled in assembled buckle closure 9 in catching groove 8, utilize at this time assembled 9 anterior-posterior horizontal of buckle closure according to Closing to 3 upper port of post-cast strip filling irrigating sealant is realized in secondary splicing, it is whole at this time just realize to side before and after post-cast strip filling irrigating sealant 3 with The closing of upper top surface waits for that post-cast strip is filled at this time simultaneously by the slip casting into post-cast strip filling irrigating sealant 3 of concrete grouting hole 6 Concrete grouting hole 6 is blocked after filling in seam 3, then wait for it is concrete curing, finally remove assembled buckle closure 9 with And side template 5, whole the case where can leaking outside to avoid concrete grout during perfusion, while assembled buckle closure 9 It can gradually be installed with slip casting process, it is whole more clearly to observe pouring flow.
The assembly buckle closure 9 and side template 5 are all made of cast iron quality and are made.
The front and back end of the slab track frame 7 holds out against setting with 5 phase of side template.
The slab track frame 7 is made of steel structure material.
The operation principle of the utility model is:Splice realization successively using 9 anterior-posterior horizontal of assembled buckle closure to fill post-cast strip The closing of 3 upper ports is stitched, at this time the whole closing just realized to the above top surface in side before and after post-cast strip filling irrigating sealant 3, simultaneously By the slip casting into post-cast strip filling irrigating sealant 3 of concrete grouting hole 6, wait at this time after being filled in post-cast strip filling irrigating sealant 3 to coagulation Native injected hole 6 is blocked, and concrete curing, the assembled buckle closure 9 of finally dismounting and side template 5 are then waited for, whole to exist The case where can leaking outside to avoid concrete grout during perfusion, while assembled buckle closure 9 can be with slip casting process gradually Installation, it is whole more clearly to observe pouring flow.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this practicality is new in other specific forms Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this practicality is new The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing in the equivalent requirements of the claims will be fallen All changes in justice and range are embraced therein.Any reference numeral in claim should not be considered as limitation Involved claim.

Claims (4)

  1. Include mainly post-cast strip filling irrigating sealant and molding machine main body 1. a kind of reinforced concrete member post-cast strip molding machine, The post-cast strip filling irrigating sealant is between the adjacent reinforced concrete member main body, wherein reinforced concrete member body interior Protruding bar extends in the filling irrigating sealant of post-cast strip, and the protruding bar in the filling irrigating sealant of post-cast strip is opposite two-by-two and overlap joint is set It sets, protruding bar is in horizontally disposed;The form for protruding bar adopts binding that in the filling irrigating sealant of post-cast strip and mutually overlapped is solid Fixed connection;It is characterized in that, the molding machine main body includes mainly side template, side template is square platy structure, side template Center offer concrete grouting hole, and side template extends in left and right and is vertically arranged in the front and back of post-cast strip filling irrigating sealant Side;The height of the side template is more than the height of post-cast strip filling irrigating sealant, is located at the left and right of the side template on front side of the filling irrigating sealant of post-cast strip End face is adjacent to the leading flank of the reinforced concrete member main body of post-cast strip filling irrigating sealant both sides respectively;On rear side of the filling irrigating sealant of post-cast strip Side template left and right end face be adjacent to respectively post-cast strip filling irrigating sealant both sides reinforced concrete member main body trailing flank;Wherein steel It is pre-buried at reinforced concrete member body front-back and close post-cast strip filling irrigating sealant to wear to reinforced concrete member main body Side template fixes embedded ribs, and side template is fixed after embedded ribs are in and is horizontally orientated to, and side template fixes embedded ribs in the form of welding It is fixedly connected with adjacent side template;The molding machine main body further includes the slab track frame of two anterior-posterior horizontals setting, tablet Track frame sets up the upper port left and right sides in post-cast strip filling irrigating sealant separately, and slab track frame lies in reinforced concrete member main body Upper surface, the upper surface of the slab track frame offer the guiding catching groove of anterior-posterior horizontal setting, between the slab track frame Assembled buckle closure equipped with square plate shape, wherein the both ends of assembled buckle closure are machined with and are oriented to catching groove eye-splice.
  2. 2. reinforced concrete member post-cast strip according to claim 1 molding machine, which is characterized in that the assembly buckle closure Cast iron quality is all made of with side template to be made.
  3. 3. reinforced concrete member post-cast strip according to claim 1 molding machine, which is characterized in that the slab track The front and back end of frame mutually holds out against setting with side template.
  4. 4. reinforced concrete member post-cast strip according to claim 1 molding machine, which is characterized in that the slab track Frame is made of steel structure material.
CN201721615930.3U 2017-11-28 2017-11-28 A kind of reinforced concrete member post-cast strip molding machine Expired - Fee Related CN207647174U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721615930.3U CN207647174U (en) 2017-11-28 2017-11-28 A kind of reinforced concrete member post-cast strip molding machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721615930.3U CN207647174U (en) 2017-11-28 2017-11-28 A kind of reinforced concrete member post-cast strip molding machine

Publications (1)

Publication Number Publication Date
CN207647174U true CN207647174U (en) 2018-07-24

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ID=62881565

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721615930.3U Expired - Fee Related CN207647174U (en) 2017-11-28 2017-11-28 A kind of reinforced concrete member post-cast strip molding machine

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
CN109235891A (en) * 2018-09-04 2019-01-18 中建八局第三建设有限公司 A kind of Large Span Prestressed Beam concrete pitched roof jump storehouse method construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109235891A (en) * 2018-09-04 2019-01-18 中建八局第三建设有限公司 A kind of Large Span Prestressed Beam concrete pitched roof jump storehouse method construction method

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180724

Termination date: 20181128

CF01 Termination of patent right due to non-payment of annual fee