CN106150084A - A kind of mold method wearing muscle template and formwork erecting structure thereof - Google Patents
A kind of mold method wearing muscle template and formwork erecting structure thereof Download PDFInfo
- Publication number
- CN106150084A CN106150084A CN201610762363.8A CN201610762363A CN106150084A CN 106150084 A CN106150084 A CN 106150084A CN 201610762363 A CN201610762363 A CN 201610762363A CN 106150084 A CN106150084 A CN 106150084A
- Authority
- CN
- China
- Prior art keywords
- template
- stratiform
- plate
- cangue
- wearing muscle
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
Abstract
The present invention provides a kind of mold method wearing muscle template and formwork erecting structure thereof, is mainly used in the sectional forms structure needing to wear reinforcing bar.This mold method realizes in the following manner: template construct becomes upper and lower side have the stratiform template of tongue and groove, stack gradually stratiform template from bottom to top, when running into the position having reinforcing bar to pass, a pair cangue plate of clamping around reinforcing bar, described cangue plate is the stratiform template that one end has half round cut, and the circular hole that two semicircular breach is formed need to be slightly larger than the external diameter of reinforcing bar；Again a pair cangue sheetpile laminated template, until the total height of the integral mold plate being stacked into corresponds to actual needs, finally use supporting construction that integral mold plate is carried out supporting.This formwork erecting structure includes some stratiform templates, some to cangue plate, semicircular arc leakproof block and leakage prevention sheet.The present invention has recovered the initial designs imagination of post-cast strip, by reforming the tool-type wearing muscle sectional forms, it is achieved the smooth formwork in numerous continuity reinforcement(bar) cross sections, accomplishes not spillage, and the concrete that by normality jolt ramming operation, can make first after-pouring interface is closely knit.
Description
Technical field
The present invention relates to building field, be specifically related to a kind of sectional forms structure needing to wear reinforcing bar, i.e. wear friendship reinforcing bar
Formwork erecting structure.
Background technology
Develop along with the maximization of building and structures and application needs, need to use the long reinforced concrete member of continuous print also
More and more.Pouring and use process to solve long reinforced concrete member, the super large deformation that causes because of temperature and produce structure
Problems of crack.Currently used to a measure the easiest be: by long reinforced concrete member segmentation, and pour at twice.First
Long reinforced concrete member segmentation is poured, the post-cast strip of reserved one section of about one meter of long left and right between adjacent two sections of reinforced concrete members.Treat
The concrete initial deformation of each section of reinforced concrete member stably after (times of three months to half a year), then adjacent two sections of reinforced concrete members it
Between supplement and pour post-cast strip (expansive concrete) and make adjacent two sections of reinforced concrete members and post-cast strip concrete constitute entirety, concur.
Owing to when segmentation pouring reinforcement concrete component, needing to reserve post-cast strip, this is necessary in the face of a problem, it is simply that
The reinforcing bar of connected two sections of pouring reinforcement concrete components is continuous print, and the template for end, both sides, post-cast strip must be able to allow reinforcing bar wear
Cross.The more difficult making of such template and erection and dismounting are the most relatively difficult.
In order to solve this problem, the most conventional method is not arrange template in this end face template position, but uses many
Layer steel wire substitutes.Although steel wire can stop the loss of the bulky grain things such as the stone in concrete, but steel wire can not stop
Cement and the loss of mortar in concrete slurry, cause the concrete near steel wire not obtain good jolt ramming, and concrete is loosely organized.And this
The connecting end surface of sample compares again difficult cleaning, when pouring post-cast strip, because of at connecting end surface concrete of poor quality and cause after-pouring band
Entirety cannot be linked to be with the two sections of reinforced concrete members first poured, easily produce around post-cast strip and leak and the common quality defect such as cracking.
Summary of the invention
In view of above-mentioned the deficiencies in the prior art, it is an object of the invention to provide a kind of for wearing reinforcing bar in template
Wear friendship reinforcement bar support mode structure.
Technical program of the present invention lies in: a kind of mold method wearing muscle template, realize in the following manner: by template construct
Become upper and lower side to have the stratiform template of tongue and groove, stack gradually stratiform template from bottom to top, when running into the position having reinforcing bar to pass
Time, a pair cangue plate of clamping around reinforcing bar, described cangue plate is the stratiform template that one end has half round cut, and two semicircular lacks
The circular hole that mouth is formed need to be slightly larger than the external diameter of reinforcing bar；Again a pair cangue sheetpile laminated template, until the entirety being stacked into
The total height of template corresponds to actual needs, and finally uses supporting construction that integral mold plate is carried out supporting.
Integral mold plate structure in order to make stratiform template be spliced into is more firm and reduces spillage, layered template
Surrounding has rebate access slot, in order to stratiform template and adjacent stratiform template splicing.
In order to improve the versatility of the present invention further, layered template includes the stratiform template that one group of height is different
And/or the stratiform template that one group of length is different.
In order to the supporting construction making integral mold plate is more firm, the supporting construction of described integral mold plate includes being arranged on entirety
The vertical draw-in groove of template both sides.
Preferably, the one end of described cangue plate has half round cut, and remaining three end face is provided with rebate access slot,
So that the rebate access slot grafting with the surrounding of stratiform template coordinates.
Spillage during in order to prevent from pouring concrete.Semicircular arc leakproof block it is provided with on the half round cut of described cangue plate.
Pouring of described cangue plate is additionally provided with leakage prevention sheet on face.Described leakage prevention sheet is the some limbs being centered around around reinforcing bar
Body, the mider hole that some limb bodies are surrounded, equal to the external diameter of reinforcing bar, described some limb bodies is respectively arranged with radially elongated slot
Hole, described cangue plate is correspondingly arranged on screw, through being located in the screw on screw and long slot bore, leakage prevention sheet is fixed on cangue plate
Pour on face.
Preferably, corresponding Plug Division or combination dowel it are provided with between the pair of cangue plate.
Another technical scheme of the present invention relates to: a kind of formwork erecting structure wearing muscle template, and described formwork erecting structure includes some
Stratiform template and some to cangue plate；The surrounding of layered template has rebate access slot, in order to stratiform template and adjacent layer
Shape template splicing；Layered template includes the different stratiform template of one group of height and/or the different stratiform template of one group of length；
The one end of described cangue plate has half round cut, remaining three end face is provided with rebate access slot, in order to stratiform template
Surrounding rebate access slot grafting coordinate.
Preferably, the half round cut of described cangue plate is provided with semicircular arc leakproof block；Pouring of described cangue plate is gone back on face
It is provided with leakage prevention sheet.
It is an advantage of the current invention that: the present invention has recovered the initial designs imagination of post-cast strip, by wearing muscle sectional forms
Tool-type reform, it is achieved the smooth formwork in numerous continuity reinforcement(bar) cross sections, accomplish not spillage, elder generation can be made by normality jolt ramming operation
The concrete at after-pouring interface is closely knit.No matter reinforcing bar is vertical with template face or becomes angle, and this mold method and formwork erecting structure are same
It is suitable for.Need to design the supporting tool-type stratiform template of a series of size, cangue plate, semicircular arc leakproof block according to routine
Deng.Versatility and practical.The present invention can be used on the formwork at the individual class construction joint under reinforcing bar not cut-out situation, including plane
Or inclined-plane etc..Owing to each accessory making precision of the present invention is higher, tool uses, beneficially standard construction operation, improves
Efficiency of construction and construction quality, reach to save time, the purpose of saving of labor.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram worn in embodiment and hand over reinforcement bar support mode structure.
Fig. 2 is A A sectional structure schematic diagram in Fig. 1.
Fig. 3 is the main TV structure schematic diagram of monolithic cangue plate in embodiment.
In figure: 1 stratiform template, 2 cangue plates, 3 rebate access slots, 4 half round cut, 5 semicircular arc leakproof blocks,
6 leakage prevention sheets, 7 reinforcing bars, 8 supporting construction.
Detailed description of the invention
In order to technical scheme and technique effect can be become apparent, below and coordinate accompanying drawing, make specifically
Bright.
As shown in Figure 1, Figure 2 and Figure 3, the formwork erecting structure wearing muscle template of the present invention includes some stratiform templates 1 and some
To cangue plate 2；The surrounding of layered template has rebate access slot 3, in order to stratiform template and adjacent stratiform template splicing；Institute
State stratiform template 1 and include the different stratiform template of one group of height and/or the different stratiform template of one group of length；Described cangue plate 2
One end has half round cut 4, and remaining three end face is provided with rebate access slot 3, in order to the surrounding of stratiform template
Rebate access slot grafting coordinates.
In the present embodiment, the half round cut of described cangue plate is provided with semicircular arc leakproof block 5；Pouring of described cangue plate
Leakage prevention sheet 6 it is additionally provided with on face.
As shown in Figure 1, Figure 2 and Figure 3, the mold method wearing muscle template of the present invention, realize in the following manner: by template system
It is made upper and lower side and there is the stratiform template 1 of tongue and groove, stack gradually stratiform template 1 from bottom to top, have reinforcing bar to pass when running into
During position, a pair cangue plate 2 of clamping around reinforcing bar, described cangue plate 2 has a stratiform template of half round cut for one end, and two
The circular hole that half round cut is formed need to be slightly larger than the external diameter of reinforcing bar 7；Again a pair cangue sheetpile laminated template, until being stacked into
The total height of integral mold plate correspond to actual needs, finally use supporting construction 8 that integral mold plate is carried out supporting.
Integral mold plate structure in order to make stratiform template be spliced into is more firm and reduces spillage, layered template
Surrounding has rebate access slot, in order to stratiform template and adjacent stratiform template splicing.
In order to improve the versatility of the present invention further, layered template includes the stratiform template that one group of height is different
And/or the stratiform template that one group of length is different.
In order to the supporting construction making integral mold plate is more firm, the supporting construction of described integral mold plate includes being arranged on entirety
The vertical draw-in groove of template both sides.
In the present embodiment, the one end of described cangue plate has half round cut, remaining three end face is provided with concavo-convex
Joggle groove, in order to the rebate access slot grafting with the surrounding of stratiform template coordinates.
In actual use, the cross section of reinforcing bar is frequently not regular circle, and the outer surface of reinforcing bar is generally threaded convex tendon
With two side convex ribs, and the windup-degree of reinforcing bar is different so that when through template, in template cross section, the actual shape of reinforcing bar
State has uncertain, it is impossible to the reinforced steel bar perforation designing a kind of rule is tackled.At reinforcing bar with corresponding during in order to prevent from pouring concrete
There is spillage in the gap between perforation.It is provided with semicircular arc leakproof block 5 or meniscate on the half round cut of described cangue plate to prevent
Leakage block.The inner side of semicircular arc leakproof block 5 adapts with the profile of reinforcing bar, is circular arc outside it, with the circumferential notch of cangue plate 2
Mutually suitable.When mounted, semicircular arc leakproof block 5 is generally first installed on the corresponding site of reinforcing bar, then at upper cangue plate 2.This
Sample semicircular arc leakproof block 5 also can add more tightly and is pressed on a pair cangue plate 2.During dismounting, order is contrary, the most first pulls down cangue plate 2,
Dismantle semicircular arc leakproof block 5 again.
Pouring of described cangue plate is additionally provided with leakage prevention sheet 6 on face.In the present embodiment, described leakage prevention sheet is for being centered around reinforcing bar
Two limb bodies around, the mider hole that two limb bodies are surrounded is equal to the external diameter of reinforcing bar, on said two limb body respectively
It is provided with radially long slot bore, described cangue plate is correspondingly arranged on screw, through being located in the screw on screw and long slot bore by leakproof
Sheet is fixed on the pouring on face of cangue plate.
In the present embodiment, corresponding Plug Division or combination dowel it are provided with between the pair of cangue plate.
The foregoing is only presently preferred embodiments of the present invention, all impartial changes done according to scope of the present invention patent with
Modify, all should belong to the covering scope of the present invention.
Claims (10)
1. the mold method wearing muscle template, it is characterised in that realize in the following manner: become upper and lower side to have template construct
The stratiform template of tongue and groove, stacks gradually stratiform template from bottom to top, when running into the position having reinforcing bar to pass, in the week of reinforcing bar
Circuit card connects a pair cangue plate, and described cangue plate is the stratiform template that one end has half round cut, the circle that two semicircular breach is formed
Hole need to be slightly larger than the external diameter of reinforcing bar；Again a pair cangue sheetpile laminated template, until the total height of the integral mold plate being stacked into
Correspond to actual needs, finally use supporting construction that integral mold plate is carried out supporting.
The mold method wearing muscle template the most according to claim 1, it is characterised in that: the surrounding of layered template has
Rebate access slot, in order to stratiform template and adjacent stratiform template splicing.
The mold method wearing muscle template the most according to claim 1, it is characterised in that: layered template includes one group high
Spend different stratiform templates and/or the different stratiform template of one group of length.
The mold method wearing muscle template the most according to claim 1, it is characterised in that: the supporting construction of described integral mold plate
Including the vertical draw-in groove being arranged on integral mold plate both sides.
The mold method wearing muscle template the most according to claim 1, it is characterised in that: the one end of described cangue plate has half
Circle breach, remaining three end face is provided with rebate access slot, in order to the rebate access slot grafting of the surrounding of stratiform template
Coordinate.
6. according to the mold method wearing muscle template described in claim 1 or 6, it is characterised in that: the half round cut of described cangue plate
On be provided with semicircular arc leakproof block.
7. according to the mold method wearing muscle template described in claim 1 or 6, it is characterised in that: pouring on face of described cangue plate
It is additionally provided with leakage prevention sheet.
The mold method wearing muscle template the most according to claim 1, it is characterised in that: it is provided with between the pair of cangue plate
Corresponding Plug Division or combination dowel.
9. the formwork erecting structure wearing muscle template, it is characterised in that described formwork erecting structure includes some stratiform templates and some right
Cangue plate；The surrounding of layered template has rebate access slot, in order to stratiform template and adjacent stratiform template splicing；Described layer
Shape template includes the different stratiform template of one group of height and/or the different stratiform template of one group of length；The one end of described cangue plate
There is half round cut, remaining three end face is provided with rebate access slot, in order to the grooving of the surrounding of stratiform template
Groove grafting coordinates.
The formwork erecting structure wearing muscle template the most according to claim 1, it is characterised in that on the half round cut of described cangue plate
It is provided with semicircular arc leakproof block；Pouring of described cangue plate is additionally provided with leakage prevention sheet on face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610762363.8A CN106150084B (en) | 2016-08-30 | 2016-08-30 | A kind of mold method and its formwork erecting structure for wearing muscle template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610762363.8A CN106150084B (en) | 2016-08-30 | 2016-08-30 | A kind of mold method and its formwork erecting structure for wearing muscle template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106150084A true CN106150084A (en) | 2016-11-23 |
| CN106150084B CN106150084B (en) | 2018-07-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610762363.8A Active CN106150084B (en) | 2016-08-30 | 2016-08-30 | A kind of mold method and its formwork erecting structure for wearing muscle template |
Country Status (1)
| Country | Link |
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| CN (1) | CN106150084B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110486050A (en) * | 2019-08-29 | 2019-11-22 | 中国建筑土木建设有限公司 | Clamp the Tunnel Second Lining trolley faces end head plugging template and construction method of waterstop |
| CN113090015A (en) * | 2021-04-14 | 2021-07-09 | 中冶建工集团有限公司 | Beam plate post-cast strip formwork supporting method |
| CN114150862A (en) * | 2021-11-29 | 2022-03-08 | 山西四建集团有限公司 | Adjustable turnover template of concrete floor construction joint department |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6120723A (en) * | 1994-08-29 | 2000-09-19 | Butler; Michael G. | Foundation footing construction method, particularly as serve to efficiently precisely emplace wall anchors |
| CN201106282Y (en) * | 2007-10-17 | 2008-08-27 | 中天建设集团有限公司 | Post-irrigating band, construction joint plate side module |
| CN204552084U (en) * | 2015-04-16 | 2015-08-12 | 中天建设集团有限公司天津分公司 | A kind of formwork structure of concrete construction joint |
| CN105178597A (en) * | 2015-07-20 | 2015-12-23 | 中厦建设有限公司 | Floorslab post-cast strip template and template installing method |
| CN205476460U (en) * | 2016-03-25 | 2016-08-17 | 中国建筑第八工程局有限公司 | Can have enough to meet need post -cast strip side form |
-
2016
- 2016-08-30 CN CN201610762363.8A patent/CN106150084B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6120723A (en) * | 1994-08-29 | 2000-09-19 | Butler; Michael G. | Foundation footing construction method, particularly as serve to efficiently precisely emplace wall anchors |
| CN201106282Y (en) * | 2007-10-17 | 2008-08-27 | 中天建设集团有限公司 | Post-irrigating band, construction joint plate side module |
| CN204552084U (en) * | 2015-04-16 | 2015-08-12 | 中天建设集团有限公司天津分公司 | A kind of formwork structure of concrete construction joint |
| CN105178597A (en) * | 2015-07-20 | 2015-12-23 | 中厦建设有限公司 | Floorslab post-cast strip template and template installing method |
| CN205476460U (en) * | 2016-03-25 | 2016-08-17 | 中国建筑第八工程局有限公司 | Can have enough to meet need post -cast strip side form |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110486050A (en) * | 2019-08-29 | 2019-11-22 | 中国建筑土木建设有限公司 | Clamp the Tunnel Second Lining trolley faces end head plugging template and construction method of waterstop |
| CN113090015A (en) * | 2021-04-14 | 2021-07-09 | 中冶建工集团有限公司 | Beam plate post-cast strip formwork supporting method |
| CN114150862A (en) * | 2021-11-29 | 2022-03-08 | 山西四建集团有限公司 | Adjustable turnover template of concrete floor construction joint department |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106150084B (en) | 2018-07-27 |
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