CN109741676A - A kind of civil engineering splice template - Google Patents
A kind of civil engineering splice template Download PDFInfo
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- CN109741676A CN109741676A CN201910070443.0A CN201910070443A CN109741676A CN 109741676 A CN109741676 A CN 109741676A CN 201910070443 A CN201910070443 A CN 201910070443A CN 109741676 A CN109741676 A CN 109741676A
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- civil engineering
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- 230000008878 coupling Effects 0.000 claims abstract description 65
- 238000010168 coupling process Methods 0.000 claims abstract description 65
- 238000005859 coupling reaction Methods 0.000 claims abstract description 65
- 230000007246 mechanism Effects 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims 1
- 238000003032 molecular docking Methods 0.000 abstract description 4
- 238000007789 sealing Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 description 18
- 230000018109 developmental process Effects 0.000 description 10
- 230000006872 improvement Effects 0.000 description 8
- 238000000034 method Methods 0.000 description 4
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 2
- 235000011613 Pinus brutia Nutrition 0.000 description 2
- 241000018646 Pinus brutia Species 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 210000004262 dental pulp cavity Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000004323 axial length Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of civil engineering splice templates, including template, a pair of of opposition face contact of a pair of of template and concrete layer, have the first male half coupling, the second male half coupling on a pair of of opposite side of template respectively, the development length of second male half coupling is greater than the development length of the first male half coupling, and in concrete layer the same side, the respective side elevation of the first male half coupling, the second male half coupling in adjacent forms contacts with each other, second male half coupling is contacted with concrete layer, and the first male half coupling is not contacted with concrete layer；Back cord deviates from a face contact of concrete layer with template；Pipe fitting deviates from a face contact of concrete layer, back cord and pipe fitting with back cord and arranges in angle；Fixed mechanism across concrete layer and connects the pipe fittings of concrete layer two sides.Close using sealing of the invention to concrete layer, template docking is convenient, while being also convenient for separating for template after completing, and template is uniform to the pressure of concrete layer.
Description
Technical field
The present invention relates to architectural engineering device therefor fields, and in particular to a kind of civil engineering splice template.
Background technique
Concrete blinding refers to a whole set of tectonic system of the molding template of newly-laid concrete and supporting template, point of template
Class has a variety of different class methods stage by stage, is divided into plane template and two kinds of circular formwork according to shape；It is divided by stress condition
Load-bearing and non-bearing template.Concrete blinding needs load-bearing, needs to securely fix internal concrete, to guarantee its solidification,
Concrete blinding itself can easily be disassembled after the concrete has set again simultaneously.
Summary of the invention
The problem to be solved in the present invention is to provide a kind of civil engineering splice template, tight to the sealing of concrete layer
Close, template docking is convenient, while being also convenient for separating for template after completing, and template is uniform to the pressure of concrete layer.
To solve the above problems, the present invention provides a kind of civil engineering splice template, and in order to achieve the above objectives, the present invention
Solving technical solution used by its technical problem is:
A kind of civil engineering splice template, comprising: a pair of of opposition face contact of template, a pair of of template and concrete layer,
Have the first male half coupling, the second male half coupling on a pair of of opposite side of template respectively, it is convex that the development length of the second male half coupling is greater than first
The development length of seam allowance, in concrete layer the same side, the respective side elevation of the first male half coupling, the second male half coupling in adjacent forms
It contacts with each other, the second male half coupling is contacted with concrete layer, and the first male half coupling is not contacted with concrete layer；Back cord deviates from template
One face contact of concrete layer；Pipe fitting deviates from a face contact of concrete layer, back cord and pipe fitting with back cord and arranges in angle；Gu
Determine mechanism, across concrete layer and connects the pipe fittings of concrete layer two sides.
Beneficial effect by adopting the above technical scheme is: several templates are spliced on concrete two sides, are shaped to concrete.
First male half coupling, the second male half coupling are mutually clamped, closely sealed between guarantee adjacent forms, are prevented concrete from leaking, are limited simultaneously
Template is along the translation freedoms perpendicular to own layer direction.Since the first male half coupling, the second male half coupling development length differ, make
The seam of one fixed width can be constituted after must docking, and seam is outwardly, does not contact with mixed mud layer, seam is convenient for subsequent from seam crossing
Template is separated, operation difficulty is reduced.Back cord plays the role of reinforcing and uniform pressure, pipe fitting and back cord arranged crosswise, realize from
" point " is fixed to " face " fixed effect.
As a further improvement of the present invention, the first male half coupling constitutes the first concave mouth in the side close to concrete layer,
Second male half coupling away from concrete layer side constitute the second concave mouth, the first male half coupling, the first concave mouth, second it is convex only
Mouth, the second concave mouth are along equal perpendicular to the thickness on template principal plane direction.
Beneficial effect by adopting the above technical scheme is: male half coupling is that concave mouth processes rear opposite formation, size
After reunification, at adjacent template in the same plane when, the first male half coupling and the second male half coupling are exactly to be in close contact.
As a further improvement of the present invention, back cord is cuboid, and every piece of template correspondence is contacted with several back cords, managed
Part is mutually perpendicular to arrange with back cord.
Beneficial effect by adopting the above technical scheme is: the back cord of cuboid has the burnishing surface with template contacts, vertically
Pipe fitting, the back cord of intersection, stress are more uniform.
As further improvement of the invention, fixed mechanism includes screw rod, nut, clinching, and template is equipped with for screw rod
The through-hole passed through, nut are connect with screw flight, and clinching is set between nut and pipe fitting.
Beneficial effect by adopting the above technical scheme is: the through-hole in template facilitates screw rod to pass through, and connects the template on opposite.
Nut plays the role of knob to clinching and compresses, and active force is strong, is also suitable the concrete layer of different-thickness.
As further improvement of the invention, have the through hole passed through for screw rod in the middle part of clinching, the two of through hole
Side is respectively equipped with wing plate, and wing plate is equipped with the concave curved surface contacted with pipe fitting outer wall.
Beneficial effect by adopting the above technical scheme is: two pipe fittings are fixed in each clinching, make screw rod in pipe fitting
Between, guarantee the uniform of stress.The concave surface of clinching just coincide with the outer wall periphery of pipe fitting, is not easy pine after pipe fitting and clinching assembly
It is dynamic.
As further improvement of the invention, screw rod is cased with casing on one section in concrete layer.
Beneficial effect by adopting the above technical scheme is: casing plays the role of limiting the most thin thickness of concrete, simultaneously
Isolation screw rod and concrete, the concrete after preventing screw rod to be solidified pollute and corrode, and improve the service life of screw rod, also just
It is worn between through-hole in screw rod.
As further improvement of the invention, has bulb in the two axial ends of casing.
Beneficial effect by adopting the above technical scheme is: the bulb at casing both ends, increases casing shaft end and template
Contact area reduces pressure.
As further improvement of the invention, the principal plane of template is the square that side length is 915mm, the first male half coupling
Development length be 8mm, the development length of the second male half coupling is 12mm, and through-hole is four, on through-hole distance template principal plane just
The distance on close side is 232.5mm.
Beneficial effect by adopting the above technical scheme is: the selection of size makes template stress relatively reasonable, same size
It is required that being convenient for the control of standard.
As further improvement of the invention, pipe fitting is steel pipe, and template is plastic-steel material.
Beneficial effect by adopting the above technical scheme is: steel pipe is gathered materials on the spot convenient for construction site, and plastic-steel mainly becomes
It is PVC, will not be corroded by the moisture in concrete, plastic-steel surface smoothness is good, and manufactured template is convenient for demoulding.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the cross-sectional view of one embodiment of the present invention；
Fig. 2 is partial enlarged view at the A of one embodiment of the present invention；
Fig. 3 is partial enlarged view at the B of one embodiment of the present invention；
Fig. 4 is partial enlarged view at the C of one embodiment of the present invention；
Fig. 5 is the main view of the template of one embodiment of the present invention；
Fig. 6 is the right view of the template of one embodiment of the present invention；
Fig. 7 is the assembling schematic diagram of the template of one embodiment of the present invention；
Fig. 8 is the template of one embodiment of the present invention, the assembling schematic diagram of back cord；
Fig. 9 is the main view of one embodiment of the present invention.
1- template；2- back cord；3- pipe fitting；4- through-hole；5- screw rod；6- nut；7- casing；7a- bulb；8- clinching；8a-
Concave curved surface；8b- through hole；9- concrete layer；The first male half coupling of 10-；The second male half coupling of 11-；The first concave mouth of 12-；13- second
Concave mouth；14- seam.
Specific embodiment
Combined with specific embodiments below, the contents of the present invention are described in further detail:
In order to reach the purpose of the present invention, a kind of civil engineering splice template, comprising: template 1, a pair of of template 1 with it is mixed
A pair of face contact that opposes of solidifying soil layer 9, has the first male half coupling 10, the second male half coupling 11 on a pair of of opposite side of template 1 respectively, the
The development length of two male half couplings 11 is greater than the development length of the first male half coupling 10, in 9 the same side of concrete layer, 1 in adjacent forms
The first male half coupling 10, the second male half coupling 11 respective side elevation contact with each other, the second male half coupling 11 is contacted with concrete layer 9,
First male half coupling 10 is not contacted with concrete layer 9；Back cord 2 deviates from a face contact of concrete layer 9 with template 1；Pipe fitting 3, with back
Stupefied 2 deviate from a face contact of concrete layer 9, back cord 2 and pipe fitting 3 arranges in angle；Fixed mechanism passes through concrete layer 9 and connects
Connect the pipe fitting 3 of 9 two sides of concrete layer.
As shown in figure 3, constituting seam 14 on one side away from concrete layer 9 in template 1.
Beneficial effect by adopting the above technical scheme is: several templates are spliced on concrete two sides, are shaped to concrete.
First male half coupling, the second male half coupling are mutually clamped, closely sealed between guarantee adjacent forms, are prevented concrete from leaking, are limited simultaneously
Template is along the translation freedoms perpendicular to own layer direction.Since the first male half coupling, the second male half coupling development length differ, make
The seam of one fixed width can be constituted after must docking, and seam is outwardly, does not contact with mixed mud layer, seam is convenient for subsequent from seam crossing
Template is separated, operation difficulty is reduced.Back cord plays the role of reinforcing and uniform pressure, pipe fitting and back cord arranged crosswise, realize from
" point " is fixed to " face " fixed effect.
In other embodiments of the invention, the first male half coupling 10 constitutes first in the side close to concrete layer 9
Concave mouth 12, the second male half coupling 11 constitute the second concave mouth 13, the first male half coupling 10, first in the side away from concrete layer 9
Concave mouth 12, the second male half coupling 11, the second concave mouth 13 are along equal perpendicular to the thickness on 1 principal plane direction of template.
Beneficial effect by adopting the above technical scheme is: male half coupling is that concave mouth processes rear opposite formation, size
After reunification, at adjacent template in the same plane when, the first male half coupling and the second male half coupling are exactly to be in close contact.
In other embodiments of the invention, back cord 2 is cuboid, and every piece of correspondence of template 1 connects with several back cords 2
Touching, pipe fitting 3 are mutually perpendicular to arrange with back cord 2.
As shown in figure 8, the periphery of back cord 2 is the rectangle that four back cords 2 surround, it is several in the middle part of back cord 2 and is parallel to each other
The back cord 2 of arrangement, most of back cords 2 extend perpendicularly to the first male half coupling 10,11 place side of the second male half coupling.In the presence of with
Sew up the back cord 2 of touching in boundary between adjacent forms 1.
Beneficial effect by adopting the above technical scheme is: the back cord of cuboid has the burnishing surface with template contacts, vertically
Pipe fitting, the back cord of intersection, stress are more uniform.
In other embodiments of the invention, fixed mechanism includes screw rod 5, nut 6, clinching 8, and template 1 is equipped with
For the through-hole 4 that screw rod 5 passes through, nut 6 is threadedly coupled with screw rod 5, and clinching 8 is set between nut 6 and pipe fitting 3.
Beneficial effect by adopting the above technical scheme is: the through-hole in template facilitates screw rod to pass through, and connects the template on opposite.
Nut plays the role of knob to clinching and compresses, and active force is strong, is also suitable the concrete layer of different-thickness.
In other embodiments of the invention, the middle part of clinching 8 has the through hole 8b passed through for screw rod 5, perforation
The two sides of hole 8b are respectively equipped with wing plate, and wing plate is equipped with the concave curved surface 8a contacted with 3 outer wall of pipe fitting.
Each correspondence of clinching 8 is contacted with two root canal parts 3.
Beneficial effect by adopting the above technical scheme is: two pipe fittings are fixed in each clinching, make screw rod in pipe fitting
Between, guarantee the uniform of stress.The concave surface of clinching just coincide with the outer wall periphery of pipe fitting, is not easy pine after pipe fitting and clinching assembly
It is dynamic.
In other embodiments of the invention, screw rod 5 is cased with casing 7 on one section in concrete layer 9.
Beneficial effect by adopting the above technical scheme is: casing plays the role of limiting the most thin thickness of concrete, simultaneously
Isolation screw rod and concrete, the concrete after preventing screw rod to be solidified pollute and corrode, and improve the service life of screw rod, also just
It is worn between through-hole in screw rod.
In other embodiments of the invention, has bulb 7a in the two axial ends of casing 7.
Bulb 7a is in a circular table shape.The axial length of casing 7 is equal to the thickness of concrete layer 9.
Beneficial effect by adopting the above technical scheme is: the bulb at casing both ends, increases casing shaft end and template
Contact area reduces pressure.
In other embodiments of the invention, the principal plane of template 1 is the square that side length is 915mm, and first is convex
The development length of seam allowance 10 is 8mm, and the development length of the second male half coupling 11 is 12mm, and through-hole 4 is four, 4 distance template 1 of through-hole
The distance on nearest side is 232.5mm on principal plane.
The successively line of four through-holes 4 in template 1 constitutes square.As shown in figure 9, each template 1 and four root canal parts 3
Contact.
Beneficial effect by adopting the above technical scheme is: the selection of size makes template stress relatively reasonable, same size
It is required that being convenient for the control of standard.
In other embodiments of the invention, pipe fitting 3 is steel pipe, and template 1 is plastic-steel material.
Beneficial effect by adopting the above technical scheme is: steel pipe is gathered materials on the spot convenient for construction site, and plastic-steel mainly becomes
It is PVC, will not be corroded by the moisture in concrete, plastic-steel surface smoothness is good, and manufactured template is convenient for demoulding.
The above embodiments merely illustrate the technical concept and features of the present invention, and its object is to allow person skilled in the art
Scholar can understand the contents of the present invention and be implemented, and it is not intended to limit the scope of the present invention, it is all according to the present invention
Equivalent change or modification made by Spirit Essence, should be covered by the scope of protection of the present invention.
Claims (9)
1. a kind of civil engineering splice template characterized by comprising
A pair of face contact that opposes of template, a pair of of template and concrete layer, has first on a pair of of opposite side of the template respectively
Male half coupling, the second male half coupling, the development length of second male half coupling is greater than the development length of the first male half coupling, in concrete layer
The respective side elevation of the same side, the first male half coupling, the second male half coupling in adjacent forms contacts with each other, second male half coupling with
Concrete layer contact, first male half coupling are not contacted with concrete layer；
Back cord deviates from a face contact of concrete layer with template；
Pipe fitting deviates from a face contact of concrete layer, the back cord and pipe fitting with back cord and arranges in angle；
Fixed mechanism across concrete layer and connects the pipe fittings of concrete layer two sides.
2. a kind of civil engineering splice template according to claim 1, it is characterised in that: first male half coupling is leaning on
The side of nearly concrete layer constitutes the first concave mouth, and second male half coupling is recessed only away from the side of concrete layer composition second
Mouthful, first male half coupling, the first concave mouth, the second male half coupling, the second concave mouth are along perpendicular on template principal plane direction
Thickness is equal.
3. a kind of civil engineering splice template according to claim 1, it is characterised in that: the back cord is cuboid,
Every piece of template correspondence is contacted with several back cords, and the pipe fitting is mutually perpendicular to arrange with back cord.
4. a kind of civil engineering splice template according to claim 1, it is characterised in that: the fixed mechanism includes spiral shell
Bar, nut, clinching, the template are equipped with the through-hole passed through for screw rod, and the nut is connect with screw flight, and the clinching is set
Between nut and pipe fitting.
5. a kind of civil engineering splice template according to claim 4, it is characterised in that: have in the middle part of the clinching
For the through hole that screw rod passes through, the two sides of the through hole are respectively equipped with wing plate, and the wing plate is equipped with and contacts with pipe fitting outer wall
Concave curved surface.
6. a kind of civil engineering splice template according to claim 4, it is characterised in that: the screw rod is in concrete layer
In one section on be cased with casing.
7. a kind of civil engineering splice template according to claim 6, it is characterised in that: in the two axial ends of described sleeve pipe
Has bulb.
8. a kind of civil engineering splice template according to claim 4, it is characterised in that: the principal plane of the template is
Side length is the square of 915mm, and the development length of first male half coupling is 8mm, and the development length of second male half coupling is
12mm, the through-hole are four, and the distance on nearest side is 232.5mm on the through-hole distance template principal plane.
9. a kind of civil engineering splice template according to claim 1, it is characterised in that: the pipe fitting is steel pipe, institute
Stating template is plastic-steel material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910070443.0A CN109741676A (en) | 2019-01-24 | 2019-01-24 | A kind of civil engineering splice template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910070443.0A CN109741676A (en) | 2019-01-24 | 2019-01-24 | A kind of civil engineering splice template |
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| Publication Number | Publication Date |
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| CN109741676A true CN109741676A (en) | 2019-05-10 |
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ID=66365970
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910070443.0A Pending CN109741676A (en) | 2019-01-24 | 2019-01-24 | A kind of civil engineering splice template |
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|---|---|---|---|---|
| TWM321051U (en) * | 2007-05-04 | 2007-10-21 | Ying-Ming Luo | Template for construction of building |
| JP2011220002A (en) * | 2010-04-09 | 2011-11-04 | Kenichi Hiraga | Concrete form fastening device |
| CN103343577A (en) * | 2013-07-16 | 2013-10-09 | 浙江万华建设有限公司 | Shear wall water stopping method of detachable butted screw rods |
| CN204199685U (en) * | 2014-08-29 | 2015-03-11 | 中国建筑第八工程局有限公司 | Internal corner part concrete mould plated construction |
| CN204326521U (en) * | 2014-12-11 | 2015-05-13 | 崔允吉 | A kind of cast-in-situ concrete compound heat preservation die plate |
| DE102015110129A1 (en) * | 2015-06-24 | 2016-12-29 | Guido Schulte | Concrete formwork |
| CN106639319A (en) * | 2017-01-16 | 2017-05-10 | 中冶建工集团有限公司 | Rotten root prevention construction method for shear walls, columns and other concrete vertical structures |
| CN206189783U (en) * | 2016-11-17 | 2017-05-24 | 浙江国振家具有限公司 | Wallboard splicing structure |
| CN206625542U (en) * | 2016-12-29 | 2017-11-10 | 中铁十四局集团第二工程有限公司 | Concreting assembled formwork |
| CN206956671U (en) * | 2017-07-05 | 2018-02-02 | 中国水利水电第八工程局有限公司 | A kind of rock-fill concrete special precast template system |
| CN209765897U (en) * | 2019-01-24 | 2019-12-10 | 南通格瑞环保科技有限公司 | Civil engineering is with concatenation template |
-
2019
- 2019-01-24 CN CN201910070443.0A patent/CN109741676A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWM321051U (en) * | 2007-05-04 | 2007-10-21 | Ying-Ming Luo | Template for construction of building |
| JP2011220002A (en) * | 2010-04-09 | 2011-11-04 | Kenichi Hiraga | Concrete form fastening device |
| CN103343577A (en) * | 2013-07-16 | 2013-10-09 | 浙江万华建设有限公司 | Shear wall water stopping method of detachable butted screw rods |
| CN204199685U (en) * | 2014-08-29 | 2015-03-11 | 中国建筑第八工程局有限公司 | Internal corner part concrete mould plated construction |
| CN204326521U (en) * | 2014-12-11 | 2015-05-13 | 崔允吉 | A kind of cast-in-situ concrete compound heat preservation die plate |
| DE102015110129A1 (en) * | 2015-06-24 | 2016-12-29 | Guido Schulte | Concrete formwork |
| CN206189783U (en) * | 2016-11-17 | 2017-05-24 | 浙江国振家具有限公司 | Wallboard splicing structure |
| CN206625542U (en) * | 2016-12-29 | 2017-11-10 | 中铁十四局集团第二工程有限公司 | Concreting assembled formwork |
| CN106639319A (en) * | 2017-01-16 | 2017-05-10 | 中冶建工集团有限公司 | Rotten root prevention construction method for shear walls, columns and other concrete vertical structures |
| CN206956671U (en) * | 2017-07-05 | 2018-02-02 | 中国水利水电第八工程局有限公司 | A kind of rock-fill concrete special precast template system |
| CN209765897U (en) * | 2019-01-24 | 2019-12-10 | 南通格瑞环保科技有限公司 | Civil engineering is with concatenation template |
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