CN105986666B - A kind of Combined type building template - Google Patents
A kind of Combined type building template Download PDFInfo
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- CN105986666B CN105986666B CN201510085438.9A CN201510085438A CN105986666B CN 105986666 B CN105986666 B CN 105986666B CN 201510085438 A CN201510085438 A CN 201510085438A CN 105986666 B CN105986666 B CN 105986666B
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- 239000000463 material Substances 0.000 claims abstract description 76
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- 238000010276 construction Methods 0.000 claims abstract description 8
- 230000015572 biosynthetic process Effects 0.000 claims description 6
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- 235000019994 cava Nutrition 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 5
- 229910000838 Al alloy Inorganic materials 0.000 description 8
- 229910052782 aluminium Inorganic materials 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
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- 239000011425 bamboo Substances 0.000 description 2
- 230000001680 brushing effect Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000007598 dipping method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
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- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004411 aluminium Substances 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
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Abstract
A kind of Combined type building template, is mainly made up of framework and sheet material, and described framework is mainly made up of two strip specification identical longitudinal profiles, two strip specification identical transverse profiles, two strip specification identical beam bottom board section bars.Positioning guide rail is set on longitudinal profile, the groove to match with positioning guide rail is set in the corresponding both sides of sheet material, one piece of template just can be rapidly pieced together by the four square frame material for being made up of sheet material insertion two longitudinal profiles and two transverse profiles, only need along positioning guide rail to pull out from longitudinal profile sheet material during dismounting, it is achieved thereby that Fast Installation and the dismounting of sheet material, and concrete surface is more smooth attractive in appearance after dismounting；Board selection have certain structural strength and can material that is corrosion-resistant and meeting construction site execution conditions make, Combined type building template is not easy to get rusty and more resistant to corrosion.
Description
Technical field
The Combined type building template used when pouring into a mould concrete the present invention relates to a kind of construction site, belongs to building template
Optimisation technique.
Background technology
The template that concrete casting generally uses, mainly there are plank sheathing, Bamboo Formwork, plastic template and steel form.Plank sheathing
And the advantages of Bamboo Formwork is in light weight, but intensity is relatively low, and waterproof ability is poor, and cracky repeat usage is relatively low；Plastic formwork
Advantage is that waterproof ability in light weight is stronger, but intensity is relatively low and yielding rigidity is poor；Steel form advantage is that rigidity can weigh well
Multiple utilization rate is high, but weight is big and easily gets rusty.
For above-mentioned present situation, occurs a kind of new aluminum alloy frame template currently on the market, the class template is mainly
The sheet material of various materials is coated with the surface of aluminum alloy frame, can need to be fabricated to variously-shaped, size mould by design
Plate, fast assembling-disassembling can be carried out at the construction field (site).The advantages of aluminum alloy frame template is in light weight, rigidity is good, waterproof ability is strong,
Repeat usage is higher, but sheet material is fixed on aluminum alloy frame by existing aluminum alloy frame template generally use screw or pin
On, installation or removal are all more wasted time and energy.
A kind of building template system is disclosed in the patent document of Application No. 2014200559622, advantage is to utilize
Connector is quickly connected to each part for forming aluminum alloy frame, and it is more time saving and energy saving to build, and building template can repeat
Using, deficiency is the surface that sheet material is fixed on aluminum alloy frame by staking or self tapping connected mode, time-consuming and get rusty easily,
Hole is left on concrete surface after dismounting, both unsightly or out-of-flatness.In addition, aluminum alloy pattern plate corrosion resistance is poor, aluminum dipping form connects with concrete
Touching to chemically react, and some elements in concrete, especially to aluminium surface serious corrosion, cause aluminum dipping form to metal
Plate repeat usage is reduced, and the brushing releasing agent in template is needed when using, and adds cost impact progress.
Corrosion-resistant, and smooth U.S. of concrete surface after removing it is, thus, sought for a kind of installation is more simply not easy to get rusty
The building template of sight.
The content of the invention
More simply it is not easy to get rusty it is an object of the invention to provide one kind installation corrosion-resistant, and concrete surface is put down after removing
Whole building template attractive in appearance.
The technical scheme is that：A kind of Combined type building template, mainly it is made up of framework and sheet material 1, described frame
Frame is mainly made up of a plurality of shape specification identical longitudinal profile 2, a plurality of shape specification identical transverse profile 3；Described plate
Material selects corrosion-resistant waterproof and meets the material making of construction site execution conditions；It is provided with the vertical walls of longitudinal profile 2
The bracket 21 of one projection, a positioning guide rail 22 parallel with bracket is provided between upper surface of the bracket with longitudinal profile,
Make to form a fixing groove 23 between bracket and positioning guide rail；The both sides end face that described sheet material engages with longitudinal profile is provided with
The groove 11 to match with positioning guide rail；During assembling, put two length identical longitudinal profiles are opposed, then by two length
The openend that identical transverse profile seals below the bracket of longitudinal profile both sides forms a four square frame material；By the both sides of sheet material 1
The positioning guide rail that groove inserts on two longitudinal profiles of four square frame material respectively, makes the upper surface of sheet material and the upper end of longitudinal profile
Face is generally aligned in the same plane, one piece of template of formation on the wall of bracket is located in lower surface；For making the sheet material length of one piece of template
Degree is identical with longitudinal profile length.
Described fixing groove caves inward, and makes the bottom wall of fixing groove in the vertical less than the longitudinal profile above positioning guide rail
Wall so that after sheet material insertion, space is left between sheet material and the bottom wall of fixing groove.
Outside wall surface between bracket and the lower surface of longitudinal profile sets two to cave inward and parallel to each other oozes slurry
Groove 24, a boss 25 is formed between stock tank is oozed；The described both ends oozed stock tank and run through longitudinal profile.
The roof of described boss is parallel with the outside wall surface of longitudinal profile, and the roof of boss 25 is less than the outer wall of longitudinal profile
Face.
Along the center line of boss roof, one baseline trough 26 through longitudinal profile both ends to boss sunken inside is set.
Multiple connecting holes through longitudinal profile wall are set along baseline trough on longitudinal profile, in described connecting hole
Heart point is located on baseline trough；By the way that pin is inserted into connecting hole corresponding to two pieces of adjacent longitudinal profiles, then sold with piece insertion is carved
Make two pieces of longitudinal profiles stitched together in the locking hole in nail tip portion；The described shape for carving piece and the locking hole phase of pin tip
Matching.
Set on wall of the bracket towards positioning guide rail one to three it is caving inward parallel with longitudinal profile anti-skidding
Groove.
The part that the shape and size of described transverse profile cross section are located at longitudinal profile below bracket is identical, in horizontal stroke
The support arm to be extended out to both sides is provided with to the roof of section bar.
One isosceles trapezoid groove to cave inward is set on the longitudinal profile internal face below bracket, makes dovetail groove both sides
Side forms the lug, nib of two goose tail shapes with longitudinal profile internal face；Setting and longitudinal type in the internal face relevant position of transverse profile
The trapezoid boss that dovetail groove on material is engaged, it is trapezoidal convex when transverse profile promotes between two longitudinal profiles from the outside to the core
Platform can enter dovetail groove and position.
Described Combined type building template also includes a plurality of beam bottom board section bar 4, and described beam bottom board 4 is formed by intersecting vertically
The beam bottom board longitudinal profile 41 and beam bottom board transverse profile 42 at right angle form, on the wall of described beam bottom board longitudinal profile outwardly
Provided with beam bottom board bracket 411, the beam bottom board being conformed with the beam bottom board longitudinal profile wall above beam bottom board bracket positions
Guide rail 412, make to form a beam bottom board fixing groove between beam bottom board bracket and beam bottom board positioning guide rail, below beam bottom board bracket
The wall of beam bottom board longitudinal profile wall and beam bottom board transverse profile outwardly and the lower backside of bracket 21 positioned at longitudinal profile 2
The wall configuration and structure of longitudinal profile are identical；During assembling, by two beam bottom board section bars to placement location, one block of sheet material of centre insertion
One piece of beam bottom board is formed, a lateral edges of two pieces of identical templates are respectively disposed on to two pieces of beam bottom board transverse directions of beam bottom board both sides
On section bar, they are linked together.
Beneficial effect
The 1st, positioning guide rail is set on longitudinal profile, set in the corresponding both sides of sheet material match with positioning guide rail it is recessed
Groove, just can rapidly it be pieced together by the four square frame material for being made up of sheet material insertion two longitudinal profiles and two transverse profiles
One piece of template, only need during dismounting along positioning guide rail to pull out from longitudinal profile sheet material, it is achieved thereby that sheet material is fast
Speed installation and dismounting, and concrete surface is more smooth attractive in appearance after dismounting；
2nd, board selection has certain structural strength and being capable of material that is corrosion-resistant and meeting construction site execution conditions
Material makes, and Combined type building template is not easy to get rusty and more resistant to corrosion.
Brief description of the drawings
Fig. 1 is the structural representation of one piece of template of the present invention；
Fig. 2 is Fig. 1 explosive view；
Fig. 3 is the structural representation of four square frame material in Fig. 1；
Fig. 4 is one embodiment of the longitudinal profile of the present invention；
Fig. 5 is one embodiment of the longitudinal profile of the present invention；
Fig. 6 is one embodiment of the longitudinal profile of the present invention；
Fig. 7 is one embodiment of the transverse profile of the present invention；
Fig. 8 is one embodiment of the beam bottom board section bar of the present invention；
Fig. 9 is one embodiment of the beam bottom board of the present invention；
The embodiment that Figure 10 is two pieces of templates of the present invention and one piece of beam bottom board is combined；
Figure 11 is the dimensional structure diagram after the both ends of the beam bottom board in Figure 10 are closed with two pieces of transverse profiles.
Embodiment
As shown in Figure 1, Figure 2, shown in Fig. 3 and Fig. 7, a kind of Combined type building template, mainly it is made up of framework and sheet material 1, it is described
Framework be mainly made up of a plurality of shape specification identical longitudinal profile 2, a plurality of shape specification identical transverse profile 3；Vertical
A raised bracket 21 is provided with to the vertical walls of section bar 2.During assembling, pass through two longitudinal profiles and two transverse profiles
A four square frame material are combined into, then sheet material is placed in one piece of template of formation on four square frame material.It is horizontal or vertical by polylith template
Upward split, it becomes possible to form the bigger template of area.
As shown in Fig. 4 to Fig. 6, led between upper surface of the bracket with longitudinal profile provided with a positioning parallel with bracket
Rail 22, make to form a fixing groove 23 between bracket and positioning guide rail；The both sides end face that described sheet material engages with longitudinal profile
It is provided with the groove 11 to match with positioning guide rail；Put two length identical longitudinal profiles are opposed, then by two length
The openend that identical transverse profile seals below the bracket of longitudinal profile both sides forms a four square frame material；By the both sides of sheet material 1
The positioning guide rail that groove inserts on two longitudinal profiles of four square frame material respectively, makes the upper surface of sheet material and the upper end of longitudinal profile
Face is generally aligned in the same plane, and lower surface is located on the wall of bracket, so as to be assembled into one piece of template.Described panel length and vertical
It is identical to profile length.
Described fixing groove caves inward, and makes the bottom wall of fixing groove in the vertical less than the longitudinal profile above positioning guide rail
Wall so that sheet material insertion after, leave space between sheet material and the bottom wall of fixing groove, by sheet material insert four square frame material or from
When being pulled out on four square frame material, due to leaving space between sheet material and the bottom wall for determining groove, so as to effectively reduce sheet material and fixing groove
Frictional force between bottom wall, increase the expansion room of sheet material, avoid the insertion for because temperature change causes template deformation, making sheet material
With pull out all more Quick labor-savings.
The shape of described positioning guide rail is selected as needed, as long as coordinating with the groove on sheet material.Generally
The cross sectional shape of positioning guide rail uses square or triangle.If from rectangle, it is circular arc to make its top, can be effective
The friction reduced between positioning guide rail and sheet material is lacked, and sheet material is inserted or is pulled out more laborsaving.
The bottom surface of described fixing groove is plane or the arc surface to lower recess.
Outside wall surface between bracket and the lower surface of longitudinal profile sets two to cave inward and parallel to each other oozes slurry
Groove 24, a boss 25 is formed between stock tank is oozed；The described both ends oozed stock tank and run through longitudinal profile.
The roof of described boss is parallel with the outside wall surface of longitudinal profile, and the roof of boss 25 is less than the outer wall of longitudinal profile
Face, four good square frame material of two pieces of assembly are put together, it is necessary to by two longitudinal profile splits adjacent on two four square frame material
When, this wall of two longitudinal profiles outwardly is fit together, space is left between stock tank and boss in both ooze, then use
Pin inserts corresponding connecting hole on this two longitudinal profiles, then is locked together them with piece is carved.The four directions of two pieces of templates
Space is left between stock tank and boss in both ooze after longitudinal profile split between frame material, is had when being locked with pin certain
Elastic space, two pieces of template locks can be obtained it is tighter, it is also more easy during dismounting.
Along the center line of boss roof, one baseline trough 26 through longitudinal profile both ends to boss sunken inside is set.By
It is in needing that two adjacent templates are stitched together, therefore, it is necessary to some companies are all set on longitudinal profile and transverse profile
Hole is connect to realize split.The method to set up of connecting hole on longitudinal profile：Multiple run through is set along baseline trough on longitudinal profile
The connecting hole of longitudinal profile wall, the central point of described connecting hole are located on baseline trough.Connecting hole in transverse profile is also adopted
Set with same method.
When multiple template is bolted together, it is only necessary to by the way that pin is inserted into two pieces of adjacent longitudinal profiles or lateral type
Connecting hole corresponding to material, then with the locking hole for carving piece insertion pin tip two pieces of longitudinal profiles or transverse profile can just spelling
It is combined, so as to realize the assembly of template.
The described shape for carving piece and the locking hole of pin tip matches.
Pin one end is the outstanding head of a nail, and the other end is cone, and a locking hole is provided with cone, carves piece
For the conical plate matched with locking hole.
Set on wall of the bracket towards positioning guide rail one to three it is caving inward parallel with longitudinal profile anti-skidding
Groove.
As shown in fig. 7, the part that the shape and size of described transverse profile are located at longitudinal profile below bracket is identical,
The support arm to be extended out to both sides is provided with the roof of transverse profile.
As shown in fig. 6, setting an isosceles trapezoid groove to cave inward on longitudinal profile internal face below bracket, make
The side of dovetail groove two forms the lug, nib of two goose tail shapes with longitudinal profile internal face.Installed in the internal face corresponding positions of transverse profile
The trapezoid boss being engaged with the dovetail groove on longitudinal profile is put, between transverse profile promotes two longitudinal profiles from the outside to the core
When, trapezoid boss can enter dovetail groove and position.
As shown in figure 8, described Combined type building template also includes beam bottom board section bar 4, described beam bottom board section bar 4 is by hanging down
Directly it is crossed to form the beam bottom board longitudinal profile 41 at right angle and beam bottom board transverse profile 42 forms, described beam bottom board longitudinal profile court
Outer wall is provided with beam bottom board bracket 411, is conformed with the beam bottom board longitudinal profile wall above beam bottom board bracket
Beam bottom board positioning guide rail 412, make to form a beam bottom board fixing groove, beam bottom board between beam bottom board bracket and beam bottom board positioning guide rail
The wall of beam bottom board longitudinal profile wall and beam bottom board transverse profile outwardly below bracket and the bracket 21 positioned at longitudinal profile 2
The wall configuration and structure of the longitudinal profile of lower backside are identical.
As shown in Fig. 9 to Figure 10, described two beam bottom board section bars insert one block of sheet material and form one piece to placement location, centre
Beam bottom board, a lateral edges of two pieces of identical templates are respectively disposed in two pieces of beam bottom board transverse profiles of beam bottom board both sides,
They are linked together.
As shown in figure 11, in order to strengthen the intensity of beam bottom board, at beam bottom board both ends, insertion transverse profile is fixed respectively again.
, can also root between transverse profile and/or between longitudinal profile and/or between beam bottom board section bar to strengthen rigidity
According to needing to set some ribs.
In the application of reality, generally use frame structure is built, is built up after the framework of building, it is necessary to when building a wall, generally
By the way of concrete cast, before concrete cast is carried out, it is necessary between two adjacent columns in framework assembly be used for
The template of cast, the assembly of this template are generally divided into five steps：
The first step, it is the making of framework, selects two length identical longitudinal profiles and two length identical transverse profiles,
By two opposed arrangements of longitudinal profile, two transverse profiles are individually placed to the both ends of two longitudinal profiles, the height of transverse profile
Degree is identical to the height of bracket with the lower surface of longitudinal profile, it is necessary to transverse profile be embedded in the both ends of longitudinal profile, when embedded
There is the position of coincidence between the two, it is necessary to the coincidence position on longitudinal profile or transverse profile be cut off, so that transverse profile can
The both ends for being completely embedded into longitudinal profile form four square frames, preferably cut off the coincidence position in transverse profile, then by lateral type
Material is welded on one four square frame of formation on longitudinal profile；
Second step, selects length and longitudinal profile length identical sheet material, and width will can enable the groove of sheet material both sides
Enough positioning guide rails inserted simultaneously on two longitudinal profiles on the quadro frame fixed；
3rd step, the prominent position bead that sheet material is inserted on two longitudinal profiles, form one piece of template；
4th step, the above-mentioned first step is repeated to the 3rd step, polylith template is assembled, then assembles by these on demand
Template be bolted together to form bigger template mutually, during by these template assemblies together, it is necessary to pin and carve piece will
Adjacent template is locked together to form the bigger template of area；
5th step, two pieces of area identical templates are clamped into two root posts from both sides, at two pieces between template and two root posts
A four opening up square frames are formed, concrete is poured into a mould to cubic inframe, two pieces of templates is removed after its solidification, just completes
The construction of wall between two root posts.
That if necessary to cast is Yi Tiaoliang between two root posts, just also needs to carry out the 6th step, that is, also needs to use beam
Bed die.As shown in Figure 10 and Figure 11, after two pieces of templates being fixed in two root posts both sides, formation be a upper and lower opening four directions
Frame, the lower openings of four square frames are sealed with beam bottom board, are formed four opening up square frames, coagulation is poured into a mould to cubic inframe
Soil, removed after its solidification after the template of both sides and beam bottom board, be formed the beam together between two root posts.
In the present invention, because sheet material need not rivet or screw is fixed, therefore assemble and remove it is all more quick, and by
There is certain structural strength in board selection and corrosion-resistant waterproof and the material system of construction site execution conditions can be met
Make, such as plastic plate or wood-plastic board etc., sheet material will not chemically react with concrete, concrete surface is more flat after dismounting
Whole, square mould bases can also multiple Reusability.
Using the Combined type building template of the present invention, during use need not in template brushing releasing agent, time saving and energy saving effect
Rate is high.
Above-described embodiment is intended merely to the purposes of the interpretation present invention, and is not limitation of the present invention, this technology
The those of ordinary skill in field, in the essential scope of the present invention, make a variety of changes or substitute, should also belong to the guarantor of the present invention
Protect category.
Claims (8)
1. a kind of Combined type building template, mainly it is made up of framework and sheet material (1), described framework is mainly by a plurality of shape specification
Identical longitudinal profile (2), a plurality of shape specification identical transverse profile (3) composition；The corrosion-resistant waterproof of described board selection
And the material for meeting construction site execution conditions makes；The bracket of a projection is provided with the vertical walls of longitudinal profile (2)
(21) positioning guide rail (22) parallel with bracket, is provided between upper surface of the bracket with longitudinal profile, makes bracket with determining
A fixing groove (23) is formed between the guide rail of position；The both sides end face that described sheet material engages with longitudinal profile is provided with and led with positioning
The groove (11) that rail matches；During assembling, put two length identical longitudinal profiles are opposed, then by two length identicals
The openend that transverse profile seals below the bracket of longitudinal profile both sides forms a four square frame material；By the groove of sheet material (1) both sides
The positioning guide rail inserted respectively on two longitudinal profiles of four square frame material, make the upper surface of sheet material and the upper surface position of longitudinal profile
One piece of template of formation on the wall of bracket is located in same plane, lower surface；For make one piece of template panel length and
Longitudinal profile length is identical；Described fixing groove caves inward, and makes the bottom wall of fixing groove in the vertical less than above positioning guide rail
Longitudinal profile wall so that sheet material insertion after, leave space between sheet material and the bottom wall of fixing groove；In bracket and longitudinal type
Outside wall surface between the lower surface of material set two cave inward and it is parallel to each other ooze stock tank (24), formed between stock tank is oozed
One boss (25)；The described both ends oozed stock tank and run through longitudinal profile.
2. Combined type building template according to claim 1, it is characterised in that：The roof and longitudinal profile of described boss
Outside wall surface it is parallel, the roof of boss (25) is less than the outside wall surface of longitudinal profile.
3. Combined type building template according to claim 1, it is characterised in that：One is set along the center line of boss roof
To the baseline trough (26) through longitudinal profile both ends of boss sunken inside.
4. Combined type building template according to claim 3, it is characterised in that：Set along baseline trough on longitudinal profile more
The individual connecting hole through longitudinal profile wall, the central point of described connecting hole are located on baseline trough；By the way that pin is inserted into two
Connecting hole corresponding to the adjacent longitudinal profile of block, then with making two pieces of longitudinal profile splits in the locking hole for carving piece insertion pin tip
Together；The described shape for carving piece and the locking hole of pin tip matches.
5. Combined type building template according to claim 1, it is characterised in that：On wall of the bracket towards positioning guide rail
One to three anti-slip tanks parallel with longitudinal profile caving inward are set.
6. Combined type building template according to claim 1, it is characterised in that：The shape of described transverse profile cross section
The part being located at size with longitudinal profile below bracket is identical, is provided with what is extended out to both sides on the roof of transverse profile
Support arm.
7. Combined type building template according to claim 1, it is characterised in that：Longitudinal profile internal face below bracket
One isosceles trapezoid groove to cave inward of upper setting, make the side of dovetail groove two and longitudinal profile internal face two goose tail shapes of formation
Lug, nib；The trapezoid boss being engaged with the dovetail groove on longitudinal profile is set in the internal face relevant position of transverse profile, works as horizontal stroke
When being promoted from the outside to the core to section bar between two longitudinal profiles, trapezoid boss can enter dovetail groove and position.
8. Combined type building template according to claim 1, it is characterised in that：Described Combined type building template also includes
A plurality of beam bottom board section bar (4), described beam bottom board (4) form beam bottom board longitudinal profile (41) He Liangdi at right angle by intersecting vertically
Mould transverse profile (42) forms, and the wall of described beam bottom board longitudinal profile outwardly is provided with beam bottom board bracket (411), at beam bottom
The beam bottom board positioning guide rail (412) being conformed with beam bottom board longitudinal profile wall above mould bracket, make beam bottom board bracket with
A beam bottom board fixing groove is formed between beam bottom board positioning guide rail, beam bottom board longitudinal profile wall and beam below beam bottom board bracket
The wall configuration of the wall of bed die transverse profile outwardly and the longitudinal profile of bracket (21) lower backside positioned at longitudinal profile (2)
And during the identical assembling of structure；During assembling, two beam bottom board section bars are inserted one block of sheet material and form one piece of beam bottom to placement location, centre
Mould, a lateral edges of two pieces of identical templates are respectively disposed in two pieces of beam bottom board transverse profiles of beam bottom board both sides, by it
Link together.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810010267.7A CN108086671B (en) | 2015-02-16 | 2015-02-16 | Combined building template |
| CN201810010392.8A CN108252508A (en) | 2015-02-16 | 2015-02-16 | A kind of building template and its application method |
| CN201510085438.9A CN105986666B (en) | 2015-02-16 | 2015-02-16 | A kind of Combined type building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510085438.9A CN105986666B (en) | 2015-02-16 | 2015-02-16 | A kind of Combined type building template |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810010267.7A Division CN108086671B (en) | 2015-02-16 | 2015-02-16 | Combined building template |
| CN201810010392.8A Division CN108252508A (en) | 2015-02-16 | 2015-02-16 | A kind of building template and its application method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105986666A CN105986666A (en) | 2016-10-05 |
| CN105986666B true CN105986666B (en) | 2018-02-02 |
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| CN201810010267.7A Expired - Fee Related CN108086671B (en) | 2015-02-16 | 2015-02-16 | Combined building template |
| CN201510085438.9A Active CN105986666B (en) | 2015-02-16 | 2015-02-16 | A kind of Combined type building template |
| CN201810010392.8A Pending CN108252508A (en) | 2015-02-16 | 2015-02-16 | A kind of building template and its application method |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810010267.7A Expired - Fee Related CN108086671B (en) | 2015-02-16 | 2015-02-16 | Combined building template |
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| CN201810010392.8A Pending CN108252508A (en) | 2015-02-16 | 2015-02-16 | A kind of building template and its application method |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110130460A (en) * | 2019-05-21 | 2019-08-16 | 杭州悦为科技有限公司 | The catch-basin construction method of the cast-in-place catch-basin erecting device of drawing and pulling type |
| DE202020100159U1 (en) * | 2020-01-13 | 2021-04-14 | Peri Gmbh | Frame formwork element and formwork system |
| CN113107189B (en) * | 2021-04-16 | 2023-01-03 | 山东华铝模板有限公司 | Aluminum template structure |
| CN113914615B (en) * | 2021-10-29 | 2023-02-07 | 中冶建工集团有限公司 | Concrete beam formwork capable of being used for assembling different beam heights |
| CN114737753B (en) * | 2022-05-10 | 2024-03-19 | 晟通科技集团有限公司 | Template connecting piece and beam template structure |
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| KR100620253B1 (en) * | 2006-05-29 | 2006-09-06 | 미래테크(주) | Method for manufacturing of form panel |
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| CN203160678U (en) * | 2013-04-12 | 2013-08-28 | 山东电力建设第二工程公司 | Concrete form |
| CN204456837U (en) * | 2015-02-16 | 2015-07-08 | 广州适新时金属制品有限公司 | A kind of Combined type building template |
| DE102015223764A1 (en) * | 2015-11-30 | 2017-06-01 | Peri Gmbh | Formwork element and slab formwork with such a formwork element |
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| KR20110037593A (en) * | 2009-10-07 | 2011-04-13 | 대한콘스틸 주식회사 | Plywood installing structure of euroform |
| KR20110058364A (en) * | 2009-11-26 | 2011-06-01 | 김교훈 | Magnesium scaffold form and formwork system |
| KR20110096205A (en) * | 2010-02-22 | 2011-08-30 | 조승현 | Europorm for exchange of panel |
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| CN202644973U (en) * | 2012-06-15 | 2013-01-02 | 淄博颜祥轧钢制造有限公司 | Building template |
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| CN204001712U (en) * | 2014-08-17 | 2014-12-10 | 王永波 | The mould of stand column and beam moulding side plate for building and composition thereof |
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- 2015-02-16 CN CN201510085438.9A patent/CN105986666B/en active Active
- 2015-02-16 CN CN201810010392.8A patent/CN108252508A/en active Pending
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| KR100620253B1 (en) * | 2006-05-29 | 2006-09-06 | 미래테크(주) | Method for manufacturing of form panel |
| CN201276835Y (en) * | 2008-10-15 | 2009-07-22 | 徐秀良 | Cladding plastic building mould and its combined building mould |
| CN102296803A (en) * | 2011-05-23 | 2011-12-28 | 广东金柏能新材料有限公司 | Combined type plastic alloy building template |
| CN203160678U (en) * | 2013-04-12 | 2013-08-28 | 山东电力建设第二工程公司 | Concrete form |
| CN204456837U (en) * | 2015-02-16 | 2015-07-08 | 广州适新时金属制品有限公司 | A kind of Combined type building template |
| DE102015223764A1 (en) * | 2015-11-30 | 2017-06-01 | Peri Gmbh | Formwork element and slab formwork with such a formwork element |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108086671A (en) | 2018-05-29 |
| CN108252508A (en) | 2018-07-06 |
| CN108086671B (en) | 2020-04-14 |
| CN105986666A (en) | 2016-10-05 |
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