CN208294062U - A kind of concrete wall template and support combinations structure - Google Patents
A kind of concrete wall template and support combinations structure Download PDFInfo
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- CN208294062U CN208294062U CN201820381128.0U CN201820381128U CN208294062U CN 208294062 U CN208294062 U CN 208294062U CN 201820381128 U CN201820381128 U CN 201820381128U CN 208294062 U CN208294062 U CN 208294062U
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- 238000009415 formwork Methods 0.000 claims abstract description 18
- 125000006850 spacer group Chemical group 0.000 claims description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000002023 wood Substances 0.000 claims description 13
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 4
- 229910000746 Structural steel Inorganic materials 0.000 claims 1
- 238000005266 casting Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 12
- 238000010586 diagram Methods 0.000 description 10
- 238000010276 construction Methods 0.000 description 5
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
A kind of concrete wall template and support combinations structure, including template, Screw arbor with nut at both-ends, long L-type connecting plate, mountain type buckle, L-type buckle;Template includes L-type Angle formwork and plane template, and L-type Angle formwork includes inner corner trim mould and external corner mould;Two plane templates in same perpendicular are connected by a long L-type connecting plate, and long L-type connecting plate is fixed therein on the side of a plane template;Two perpendicular plane templates are connected by an inner corner trim mould;The two sides of the external corner mould are connected by long L-type connecting plate with two plane templates respectively.The utility model gets up template splicing by the way that long L-type connecting plate and short L-type connecting plate are arranged in template, then by L-type buckle, mountain type buckle, it is ensured that template and ground absolute upright guarantee the verticality and planarization of casting concrete.After the concrete setting poured, template, L-type buckle, mountain type buckle can be disassembled, the die-filling same day pours on the day of allowing, demoulding in second day comes true.
Description
Technical field
The utility model relates to building fields, and in particular to a kind of concrete wall template and branch being rapidly assembled and disassembled
Support composite structure.
Background technique
The template of current concrete wall (shear wall) is set up and support system is usually assembled plank sheathing at the scene, allows wood
Template surrounds a closed wall cavity, and several stand to square steel tube, the lumps of wood or the circle with transverse direction is then arranged on plank sheathing
Steel pipe etc. forms netted reinforcing rib, is then locked by Screw arbor with nut at both-ends.Its main feature is that on-site consolidation is built, checked and accepted after integrally building up
Qualification can carry out the concrete pouring construction of next step.
This tradition formwork support process is difficult to control the verticality and flatness of wall, and complicated construction technique, causes to construct
Slowly, long in time limit, artificial and material all consumes greatly.
Utility model content
Purpose of the utility model is to solve the deficiencies in the prior art, a kind of concrete wall template and support are provided
Composite structure.
The purpose of this utility model is achieved through the following technical solutions:
A kind of concrete wall template and support combinations structure, including template, Screw arbor with nut at both-ends, long L-type connecting plate, mountain type card
Button, L-type buckle;
The template includes L-type Angle formwork and plane template, and the L-type Angle formwork includes inner corner trim mould and external corner mould, described
Template is vertically arranged;Two plane templates in same perpendicular are connected by a long L-type connecting plate, and the long L-type connects
Fishplate bar is fixed therein on the side of a plane template;Two perpendicular plane templates are connected by an inner corner trim mould;Institute
The two sides for stating external corner mould are connected by long L-type connecting plate with two plane templates respectively;
It is equipped with multiple first mounting holes on the long L-type connecting plate, multiple second installations are equipped on the inner corner trim mould
Hole, a Screw arbor with nut at both-ends are passed through from first mounting hole or/and the second mounting hole;
The mountain type is stuck on adjacent and two plane templates on same perpendicular, or is stuck in and is connected
On one plane template and an external corner mould, it is equipped with third mounting hole on mountain type buckle, is connected from the long L-type of two templates of connection
The Screw arbor with nut at both-ends passed through in fishplate bar is passed through from the third mounting hole;
The L-type is stuck on adjacent and orthogonal two plane templates, the L-type buckle on set there are two
4th mounting hole, two the Screw arbor with nut at both-ends that pass through are buckled from same L-type from the inner corner trim mould of two plane templates of connection the 4th
It is passed through in mounting hole, and two Screw arbor with nut at both-ends are mutually perpendicular to.
It further, further include spacer bar, the spacer bar includes located lateral reinforcing bar and vertical spacer bar, described
Spacer bar is arranged between the template;The vertical spacer bar is vertically arranged, and the located lateral reinforcing bar is horizontally disposed,
The vertical spacer bar is arranged in the located lateral reinforcing bar.
Further, the plane template includes the frame as made of multiple steel plate splicings, glued wood, the glued wood
It fixes on said frame.
Further, the long L-type connecting plate is made of integrally formed first planar attachment plate and the second planar attachment plate,
First planar attachment plate and the second planar attachment plate are mutually perpendicular to;First planar attachment plate is fixed on the template
On side, second planar attachment plate and the glued wood are on same perpendicular.
Further, further include short L-type connecting plate, the short L-type connecting plate by integrally formed third planar attachment plate and
Fourth plane connecting plate composition, the third planar attachment plate and fourth plane connecting plate are mutually perpendicular to.
It further, further include orientation triangle iron, the second plane of the long L-type connecting plate is arranged in the orientation triangle iron
On connecting plate, pass through located lateral reinforcing bar described in the orientation triangle ferropexy.
Further, in two templates connected by long L-type connecting plate, wherein it is being not fixed to long L-type connecting plate
One short L-type connecting plate is installed in template;The third planar attachment plate is fixed on the side of the template, described Siping City
Face connecting plate is connected with second planar attachment plate, and the inside of second planar attachment plate is arranged in.
Further, a short L-type connecting plate is respectively fixed on the plane template being connected at two by inner corner trim mould, it is described
Third planar attachment plate is fixed on the side of the plane template, and the fourth plane connecting plate is connect with the inner corner trim mould,
And the inside of the inner corner trim mould is set.
Further, the mountain type buckle, L-type snap through nut and are fixed on the Screw arbor with nut at both-ends.
Further, a PVC casing is cased on the outside of the Screw arbor with nut at both-ends.
In conclusion by adopting the above-described technical solution, the utility model compared with prior art, has the advantage that
The formwork erecting structure of the utility model meets mechanics principle, and all stress points are all welded by steel plate, makes product repeatedly
It is damaged with without modification.By being arranged long L-type connecting plate and short L-type connecting plate in template, then pass through L-type buckle, mountain type card
Button gets up template splicing, it is ensured that template and ground absolute upright guarantee the verticality and planarization of casting concrete.To
After the concrete setting poured, template, L-type buckle, mountain type buckle can be disassembled, allow die-filling same day on the same day to pour, second
Its demoulding comes true.
The template of building concrete wall construction provided by the utility model and the structural system of support shuttering, structure are more closed
Reason, production is easier, installation is faster, and the utility model is a kind of completely new package assembly, has abandoned pervious old-fashioned scene
The method of splicing solves the problems, such as that complex procedures, efficiency are slow, artificial more.The utility model is independent formwork erecting structure, without taking
Build, directly scene splicing, one can be operated, and process is simple, saving of labor, it is laborsaving, save time.Seamless interfacing between template, passes through L
Type buckle, mountain type buckle splice template, will buckle tighten, as long as backing out nut when dismounting, so that it may carry out it is secondary build, side
Just quick.
Detailed description of the invention
Fig. 1 is the connection schematic diagram between the template of the utility model;
Fig. 2 is the partial schematic diagram that template connects in one embodiment of the utility model;
Fig. 3 is the spacer bar setting schematic diagram of the utility model;
Fig. 4 is that the frame of plane template and long L-type connecting plate, short L-type connecting plate connect in the utility model one embodiment
The schematic diagram connect;
Fig. 5 is that the frame of plane template and long L-type connecting plate, short L-type connecting plate connect in the utility model one embodiment
The schematic diagram connect;
Fig. 6 is the schematic diagram of two neighboring plane template connection in the utility model one embodiment;
Fig. 7 is the located lateral reinforcing bar of the utility model and the connection schematic diagram of vertical spacer bar;
Fig. 8 is the structural schematic diagram of the inner corner trim mould of the utility model;
Fig. 9 is the structural schematic diagram of the mountain type buckle of the utility model;
Figure 10 is the structural schematic diagram of the L-type buckle of the utility model.
Mark explanation: 1, external corner mould;2, Screw arbor with nut at both-ends;3, plane template;4, mountain type buckles;5, L-type buckles;6, long L-type
Connecting plate;7, inner corner trim mould;8, short L-type connecting plate;9, located lateral reinforcing bar;10, vertical spacer bar;11, orientation triangle iron;
12, glued wood;71, the second mounting hole;41, third mounting hole;51, the 4th mounting hole;61, the first planar attachment plate;62,
Two planar attachment plates;63, the first mounting hole;81, third planar attachment plate;82, fourth plane connecting plate.
Specific embodiment
Specific embodiment of the present utility model is further described in detail with reference to the accompanying drawing.
Referring to Figure 1 ~ 10, a kind of concrete wall template of the utility model and support combinations structure, including template, to drawing
Screw rod 2, long L-type connecting plate 6, mountain type buckle 4, L-type buckle 5.
Template includes L-type Angle formwork and plane template 3, and L-type Angle formwork includes inner corner trim mould 1 and external corner mould 7, and template is set vertically
It sets, plane template 3 includes the frame as made of multiple steel plate splicings, glued wood 12, and glued wood 12 is fixed on frame.Please
Referring to fig. 4 ~ 6, in one embodiment, a long L-type connecting plate 6 is connected separately in the two sides of plane template 3 and a short L-type connects
Fishplate bar 8, the glued wood 12 of plane template 3 are a smooth plate.
Long L-type connecting plate 6 is made of integrally formed first planar attachment plate 61 and the second planar attachment plate 62, and first is flat
Face connecting plate 61 and the second planar attachment plate 62 are mutually perpendicular to.First planar attachment plate 61 is fixed on the side of template, and second
Planar attachment plate 62 and glued wood 12 are on same perpendicular.Short L-type connecting plate 8 is connected by integrally formed third plane
Plate 81 and fourth plane connecting plate 82 form, and third planar attachment plate 81 and fourth plane connecting plate 82 are mutually perpendicular to.
Two plane templates 3 in same perpendicular are connected by a long L-type connecting plate 6, and long L-type connecting plate 6 is solid
It is scheduled on the side of one of plane template 3;Two perpendicular plane templates 3 are connected by an inner corner trim mould 7;L row mould
The two sides of plate 1 are connected by long L-type connecting plate 6 with two plane templates 3 respectively.
It is equipped with multiple first mounting holes 63 on long L-type connecting plate 6, multiple second mounting holes 71 are equipped on inner corner trim mould 7,
One Screw arbor with nut at both-ends 2 is passed through from the first mounting hole 63 or/and the second mounting hole 71.
Further, in two templates connected by long L-type connecting plate 6, it is not fixed to long L-type connecting plate 6 wherein
Template on a short L-type connecting plate 8 is installed.Third planar attachment plate 81 is fixed on the side of template, fourth plane connection
Plate 82 is connected with the second planar attachment plate 62, and the inside of the second planar attachment plate 62, fourth plane connecting plate 82 is arranged in
Width less than the second planar attachment plate 62 width.
Further, it is respectively fixed with a short L-type connecting plate 8 on the plane template 3 being connected at two by inner corner trim mould 7,
Third planar attachment plate 81 is fixed on the side of plane template 3;Fourth plane connecting plate 82 is connect with inner corner trim mould 7, and is arranged
In the inside of inner corner trim mould 7.
By inner corner trim touch 7 and external corner mould 1 form a set of L-type Angle formwork, the connection method of this L-type Angle formwork and plane template 3
It is also suitable T shape Angle formwork and cross Angle formwork, the construction in the corner of the utility model is a kind of unique structure.
Mountain type buckle 4 is stuck on adjacent and two plane templates 3 on same perpendicular, or is stuck in one to be connected
On plane template 3 and an external corner mould 1, it is equipped with third mounting hole 41 on mountain type buckle 4, is connected from the long L-type of two templates of connection
The Screw arbor with nut at both-ends 2 passed through in fishplate bar 6 is passed through from third mounting hole 41.
L-type buckle 5 is stuck on adjacent and orthogonal two plane templates 3, sets that there are two the 4th on L-type buckle 5
Mounting hole 51, two from the inner corner trim mould 7 of two plane templates 3 of connection the Screw arbor with nut at both-ends 2 that pass through from same L-type buckle 5 the
It is passed through in four mounting holes 51, and two Screw arbor with nut at both-ends 2 are mutually perpendicular to.
It is provided with spacer bar between template, refers to Fig. 7, spacer bar includes located lateral reinforcing bar 9 and vertically determines
Position reinforcing bar 10, vertical spacer bar 10 are vertically arranged, and located lateral reinforcing bar 9 is horizontally disposed, and vertical spacer bar 10 is arranged in cross
Into spacer bar 9.
Multiple orientation triangle iron 11 are additionally provided on the second planar attachment plate 62 of long L-type connecting plate 6, pass through positioning three
11 fixed lateral spacer bar 9 of angle bar.
Further, mountain type buckle 4, L-type buckle 5 are fixed on Screw arbor with nut at both-ends 2 by nut, inner corner trim mould 7, mountain type buckle 4,
The shape and structure of L-type buckle 5 as shown in Fig. 8, Fig. 9, Figure 10, are cased with a PVC casing in the outside of Screw arbor with nut at both-ends 2 respectively.
In use, it is by Screw arbor with nut at both-ends 2, L-type buckle 5, mountain type buckle 4 that one group of template splicing is good, according to site operation
It is required that difference, can splice according to different connecting methods, the setting of general external corner mould 1 is in edge, and plane template 3 is for connecting
Or it is arranged in middle position.
Spacer bar is arranged between template, then by concreting between template.It, can after concrete setting
In this group of template add up another set template, by another set template splicing it is good after, by concreting between template, this
Sample increases the concrete height poured layer by layer.
After the completion of whole concreting, template, L-type buckle 5, mountain type buckle 4 are disassembled.In Screw arbor with nut at both-ends
2 outside is cased with a PVC casing, can prevent Screw arbor with nut at both-ends 2 after the concrete setting poured from can't pump out.
The formwork erecting structure of the utility model meets mechanics principle, and all stress points are all welded by steel plate, makes product repeatedly
It is damaged with without modification.5, mountain type are buckled by the way that long L-type connecting plate 6 and short L-type connecting plate 8 are arranged in template, then by L-type
Buckle 4 gets up template splicing, it is ensured that template and ground absolute upright guarantee the verticality of casting concrete and smooth
Property, the formwork structure and connecting method of the utility model adapt to any wall.It, can be by template, L after the concrete setting poured
Type buckle 5, mountain type buckle 4 disassemble, and the die-filling same day pours on the day of allowing, demoulding in second day comes true.
The template of building concrete wall construction provided by the utility model and the structural system of support shuttering, structure are more closed
Reason, production is easier, installation is faster, and the utility model is a kind of completely new package assembly, has abandoned pervious old-fashioned scene
The method of splicing solves the problems, such as that complex procedures, efficiency are slow, artificial more.The utility model is independent formwork erecting structure, without taking
Build, directly scene splicing, one can be operated, and process is simple, saving of labor, it is laborsaving, save time.Seamless interfacing between template, passes through L
Type buckle 5, mountain type buckle 4 splice templates, will buckle tighten, as long as backing out nut when dismounting, so that it may carry out it is secondary build,
It is convenient and efficient.
Embodiment described above is merely to illustrate the technical idea and feature of the utility model, and its object is to make ability
Technical staff in domain can understand the content of the utility model and implement accordingly, cannot be only practical to limit with the present embodiment
Novel the scope of the patents, i.e., it is all according to same changes or modifications made by the revealed spirit of the utility model, it still falls in practical
In novel the scope of the patents.
Claims (10)
1. a kind of concrete wall template and support combinations structure, which is characterized in that including template, Screw arbor with nut at both-ends, the connection of long L-type
Plate, mountain type buckle, L-type buckle;
The template includes L-type Angle formwork and plane template, and the L-type Angle formwork includes inner corner trim mould and external corner mould, the template
It is vertically arranged;Two plane templates in same perpendicular are connected by a long L-type connecting plate, the long L-type connecting plate
It is fixed therein on the side of a plane template;Two perpendicular plane templates are connected by an inner corner trim mould;The sun
The two sides of angle mould are connected by long L-type connecting plate with two plane templates respectively;
On the long L-type connecting plate be equipped with multiple first mounting holes, on the inner corner trim mould be equipped with multiple second mounting holes, one
Screw arbor with nut at both-ends is passed through from first mounting hole or/and the second mounting hole;
The mountain type is stuck on adjacent and two plane templates on same perpendicular, or to be stuck in one to be connected flat
On face die plate and an external corner mould, it is equipped with third mounting hole on mountain type buckle, from the long L-type connecting plate of two templates of connection
In the Screw arbor with nut at both-ends that passes through passed through from the third mounting hole;
The L-type is stuck on adjacent and orthogonal two plane templates, is set on L-type buckle there are two the 4th
Mounting hole, the 4th installation that two Screw arbor with nut at both-ends passed through from the inner corner trim mould of two plane templates of connection are buckled from same L-type
It is passed through in hole, and two Screw arbor with nut at both-ends are mutually perpendicular to.
2. a kind of concrete wall template according to claim 1 and support combinations structure, which is characterized in that further include fixed
Position reinforcing bar, the spacer bar include located lateral reinforcing bar and vertical spacer bar, and the spacer bar is arranged in the template
Between;The vertical spacer bar is vertically arranged, and the located lateral reinforcing bar is horizontally disposed, and the vertical spacer bar setting exists
In the located lateral reinforcing bar.
3. a kind of concrete wall template according to claim 2 and support combinations structure, which is characterized in that the plane
Template includes the frame as made of multiple steel plate splicings, glued wood, and the glued wood is fixed on said frame.
4. a kind of concrete wall template according to claim 3 and support combinations structure, which is characterized in that the long L
Type connecting plate is made of integrally formed first planar attachment plate and the second planar attachment plate, first planar attachment plate and
Two planar attachment plates are mutually perpendicular to;First planar attachment plate is fixed on the side of the template, and second plane connects
Fishplate bar and the glued wood are on same perpendicular.
5. a kind of concrete wall template according to claim 4 and support combinations structure, which is characterized in that further include short
L-type connecting plate, the short L-type connecting plate is made of integrally formed third planar attachment plate and fourth plane connecting plate, described
Third planar attachment plate and fourth plane connecting plate are mutually perpendicular to.
6. a kind of concrete wall template according to claim 4 and support combinations structure, which is characterized in that further include fixed
Position angle iron, the orientation triangle iron are arranged on the second planar attachment plate of the long L-type connecting plate, pass through the positioning three
The fixed located lateral reinforcing bar of angle bar.
7. a kind of concrete wall template according to claim 5 and support combinations structure, which is characterized in that passing through length
In two templates of L-type connecting plate connection, a short L-type connection is installed in the template for being wherein not fixed to long L-type connecting plate
Plate;The third planar attachment plate is fixed on the side of the template, the fourth plane connecting plate and second plane
Connecting plate is connected, and the inside of second planar attachment plate is arranged in.
8. a kind of concrete wall template according to claim 5 and support combinations structure, which is characterized in that logical at two
It crosses on the plane template that inner corner trim mould is connected and is respectively fixed with a short L-type connecting plate, the third planar attachment plate is fixed on institute
It states on the side of plane template, the fourth plane connecting plate is connect with the inner corner trim mould, and is arranged in the inner corner trim mould
Side.
9. a kind of concrete wall template according to claim 1 and support combinations structure, which is characterized in that the mountain type
Buckle, L-type snap through nut and are fixed on the Screw arbor with nut at both-ends.
10. a kind of concrete wall template according to claim 1 and support combinations structure, which is characterized in that described
A PVC casing is cased on the outside of Screw arbor with nut at both-ends.
Priority Applications (1)
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CN201820381128.0U CN208294062U (en) | 2018-03-21 | 2018-03-21 | A kind of concrete wall template and support combinations structure |
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CN201820381128.0U CN208294062U (en) | 2018-03-21 | 2018-03-21 | A kind of concrete wall template and support combinations structure |
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CN208294062U true CN208294062U (en) | 2018-12-28 |
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CN201820381128.0U Expired - Fee Related CN208294062U (en) | 2018-03-21 | 2018-03-21 | A kind of concrete wall template and support combinations structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108360813A (en) * | 2018-03-21 | 2018-08-03 | 王加瑜 | A kind of concrete wall template and support combinations structure |
-
2018
- 2018-03-21 CN CN201820381128.0U patent/CN208294062U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108360813A (en) * | 2018-03-21 | 2018-08-03 | 王加瑜 | A kind of concrete wall template and support combinations structure |
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CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20181228 |