CN206753024U - Template structure for building - Google Patents
Template structure for building Download PDFInfo
- Publication number
- CN206753024U CN206753024U CN201720447283.3U CN201720447283U CN206753024U CN 206753024 U CN206753024 U CN 206753024U CN 201720447283 U CN201720447283 U CN 201720447283U CN 206753024 U CN206753024 U CN 206753024U
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- Prior art keywords
- system template
- support
- group
- template
- flat board
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- 229910000831 Steel Inorganic materials 0.000 claims description 49
- 239000010959 steel Substances 0.000 claims description 49
- 238000009415 formwork Methods 0.000 claims description 26
- 238000010276 construction Methods 0.000 claims description 14
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 14
- 210000001364 upper extremity Anatomy 0.000 claims description 13
- 239000007787 solid Substances 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 6
- 230000009977 dual effect Effects 0.000 claims description 3
- 238000007493 shaping process Methods 0.000 abstract description 5
- 230000000903 blocking effect Effects 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000009740 moulding (composite fabrication) Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a template structure for building, which comprises two system template groups and a width limiting group, wherein each system template group comprises a system template which comprises a flat plate, and the flat plate is of an integrated structure, so that the problems that the concrete structure formed by the existing templates is easy to generate errors in the aspects of levelness and verticality and the surface of the concrete structure is uneven can be solved; furthermore, the utility model discloses utilize systematization and the design of moduleization, make the utility model discloses cooperation and equipment are superior, provide one kind and enable concrete structure surface shaping and level and assemble convenient, nimble template structure for building.
Description
Technical field
The utility model is related to a kind of template, refer in particular to a kind of surface forming that can make concrete structure it is smooth and assembling
Convenient, flexible formwork structure for building.
Background technology
In architectural engineering, in order to be molded the concrete structures such as wall or pillar, often need to use template to surround and form sky
Between, then filling concrete formed into concrete structure in space；Existing template generally comprises wooden multiple ribs
And multiple template piece, the plurality of rib are parallel to each other, each template piece across and be fixed on the plurality of rib, multiple template piece prolongs
The length direction of each rib and arranged adjacent；Existing template is combined into by multiple template piece, in concrete formation,
Have discontinuity and the situation of template deformation occurs, therefore the concrete structure after shaping, in levelness and perpendicularity
Aspect easily produces error, and the error of many places is overlapped mutually, and can make it that the concrete structure error after shaping is bigger；In addition,
Existing template is due to the uneven thickness one of each template piece so that is molded the surface irregularity of the concrete structure of completion；By
Above-mentioned to understand, the concrete structure for using existing template to be molded often needs to expend plasterer and beats the manpower of wall work come for coagulation
The surface of soil structure is repaired, therefore existing template still has improved space in the design of structure.
Utility model content
In order to solve the concrete structure that existing template is molded easily produced in terms of levelness and perpendicularity error and
The problem of concrete structural surface out-of-flatness.The utility model provides a kind of formwork structure for building, and its system template is put down
Plate is structure as a whole, and makes using the utility model and the concrete structure that is molded, its surfacing and has preferable levelness
With perpendicularity；In addition, the utility model using systematization and modular design, make the utility model coordinate with assembling compared with
With advantage.
The utility model solves the formwork structure for building that technical problem is proposed, it includes two system template group and one
Width restriction group more than individual：
The two system template groups are oppositely arranged, and each system template group includes a support frame, a system template and a skirt
Template；
The support frame includes a pedestal, a support member and a supporting construction, and the support member is uprightly set with relative
One upper end and a lower end, the lower end of the support member are incorporated into the pedestal, and the supporting construction is consolidated in the support member；
The system template, which is incorporated into the support member and includes a flat board and multiple support shaped steel, the flat board, to be had relative
One first plane and one second plane, an a relative upper limb and lower edge and include the perforation of more than one beam tube, this
Beam tube perforation above runs through the first plane and the second plane of the flat board, and the plurality of support shaped steel is secured transversely to the flat board
The first plane and from top to bottom arrange, the therein one support shaped steel by the supporting construction support to arrive in and with the supporting construction
Mutually fix, two second planes of two flat boards of two system template face each other；
The skirt template is located at the lower section of the system template and is resisted against the system template and the pedestal；And
The more than one width limits assembling and is located at the two system template groups, each width restriction group include a beam tube and
One limitation bar, the beam tube is through the perforation of other one beam tube of two flat boards and has two relative ends, the both ends tool of the beam tube
There is different aperture and bear against two support members in two support frames, the limitation bar has two relative ends and is placed through this
Beam tube, the both ends of the limitation bar pass and are consolidated in two support members respectively.
Described formwork structure for building, wherein each support shaped steel of the system template of each system template group has
Supporting plate, the lower supporting plate have the free end away from the flat board, and the free end of the lower supporting plate is provided with the convex of upward projection
Edge；The supporting construction of the support frame of the system template group includes a supporting parts and at least a fastener, and the supporting parts are located at should
The lower section of lower supporting plate and the lower supporting plate is supported to arrive in, an at least fastener is snapped in the flange of the lower supporting plate.
Described formwork structure for building, wherein each system template group includes a stressing accessory group, the stressing accessory
Group is incorporated into the system template and support frame of the system template group, the system template is mutually pushed against with the support frame, the stressing
Accessory group includes two stressing parts and a limited part, and the two stressing parts are with the limited part around the support frame of the system template group
Support member, the two stressing parts bear against in the both sides of the support member and are sticked in the system template of the system template group respectively
The wherein one support shaped steel, the limited part are located at the opposite side of the support member with the support shaped steel, and the limited part is sticked in two should
Stressing part and it is resisted against the support member.
Described formwork structure for building, adjusted wherein the pedestal of the support frame of each system template group includes a height
Structure, the lower end of the support member of the support frame are incorporated into the height adjustable structure, and the height adjustable structure of the support frame includes
One joint portion, a guide screw part and a locking nut, the upward projection in the joint portion and are provided with an elongated hole, and the guide screw part is erectly set
Put, the locking nut is screw-locked at the guide screw part；The lower end of the support member of the support frame is provided with a solid welding nut, the solid welding nut spiral shell
Lock in the guide screw part and offseted with the locking nut, a bolt is locked in the lower end of the support member through the elongated hole.
Described formwork structure for building, wherein each system template group includes a diagonal brace group, the diagonal brace group includes
One fixed seat, a diagonal brace component, a rectangular tube, two pinch plates and a holding firmware, the diagonal brace component obliquely set and have phase
To a first end and one second end, the first end consolidation of the diagonal brace component and be resisted against the fixed seat, the of the diagonal brace component
Two ends consolidate and are resisted against the support member of the support frame of the system template group, and two pinch plates are located at the second end of the diagonal brace component
And the rectangular tube is consolidated in, each pinch plate is provided with a bayonet socket, and the holding firmware passes through the support member of the support frame of the system template group,
Two pinch plates are sticked in the holding firmware with set bayonet socket, and the end of the rectangular tube is resisted against the support member.
Described formwork structure for building, wherein the system template of each system template group includes a linking shaped steel, should
Linking shaped steel is secured transversely to the first plane of the flat board of the system template and is located at the lower edge of the flat board, the linking shaped steel
Some protrudes the lower edge of the flat board.
Described formwork structure for building, wherein the skirt template of each system template group includes a follow block and reclined solid
The thin plate in the follow block is tied, the thin plate protrudes the upper limb of the follow block；The pedestal of the support frame of the system template group is provided with a gear
Portion, what the follow block was resisted against the stopper and the system template of the system template group is connected shaped steel, and the thin plate is resisted against the system mould
The flat board of the system template of plate group.
Described formwork structure for building, wherein the flat board of the system template of each system template group is rectangular and has phase
To dual side-edge, the flat board includes the multiple beam tube Rong Kou and four beam tube recesses of profile semicircular in shape, and the plurality of beam tube holds
Mouth is recessed respectively to be respectively arranged on square in two sides of the upper limb of the flat board, the lower edge and the flat board, the four beam tube recesses
Four corners of the flat board of shape, the profile of each beam tube recess is in quadrant.
Described formwork structure for building, wherein each system template group further sets up the system template, two this be
The system upper and lower combination of template, the system template of top are connected shaped steel against the flat board of the system template of lower section with set
First plane；The diagonal brace group of each system template group further sets up the diagonal brace component, and the two diagonal brace components are respectively with set
First end consolidates and is resisted against the support member of the support frame of the system template group, and described support shaped steel is connected shaped steel with described
It is all C-type steel.
Described formwork structure for building, wherein each system template group can further set up two system template, two should
Support frame and one structure is supported to arrive in, three system template are arranged side by side and abutted, two support frames are located at two system template
Against place, this supports to arrive in structure and includes a rectangular tube and one support to arrive in plate, and the rectangular tube for supporting to arrive in structure is laterally incorporated into institute
The upper end of multiple support members of support frame is stated, this supports to arrive in the upper surface that plate is consolidated in the rectangular tube for supporting to arrive in structure, described branch
It is all C-type steel that shaped steel, which is supportted, with the described shaped steel that is connected.
Effect obtained by technological means of the present utility model, which is promoted, to be：
1. formwork structure for building of the present utility model, the flat board of its system template are structure as a whole, make to use this reality
The concrete structure being molded with new has preferable precision, the concrete structure after shaping in levelness and perpendicularity
Surface it is also more smooth, can concrete structure shaping after, save finishing concrete structure spent by manpower and expense.
2. the utility model, using systematization and modular design, helps user in architectural engineering in structure,
Can rapidly rigging structure, be relatively flexible in the collocation of each component and flexible.
Brief description of the drawings
Fig. 1 is the front view of the system template group of the utility model preferred embodiment.
Fig. 2 is the side view of the system template group of the utility model preferred embodiment.
Fig. 3 is the partial enlarged drawing of the side view of the utility model preferred embodiment.
Fig. 4 is the front view of the system template of the utility model preferred embodiment.
Fig. 5 is the three-dimensional partial enlarged drawing of the utility model preferred embodiment.
Fig. 6 is the partial enlarged drawing of the side view of the utility model preferred embodiment.
Fig. 7 faces enlarged drawing for the system template group of the utility model preferred embodiment.
Fig. 8 is the top cross-sectional view of the width restriction group of the utility model preferred embodiment.
Primary clustering symbol description：
The pedestal of 10 support frame 11
13 supporting constructions
The flat board of 20 system template 21
22 support shaped steel 23 are connected shaped steel
30 stressing accessory groups
40 skirt templates
50 diagonal brace groups
60 width restriction groups
70 support to arrive in the rectangular tube of structure 71
72 support to arrive in plate
Embodiment
Coordinate schema and preferred embodiment of the present utility model below, it is predetermined real to reach that the utility model is expanded on further
The technological means taken with new purpose.
As shown in Figure 1, Figure 2 and shown in Fig. 8, preferred embodiment of the present utility model includes：Two system template group and width limit
Surely organize 60, the two system template groups are oppositely arranged, between the two system template groups can cement injection be molded a concrete structure
C, the width restriction group 60 are installed in the two system template groups；Wherein, each system template group includes a support frame 10, a system
Template 20, a stressing accessory group 30, a skirt template 40, a diagonal brace group 50 and one support to arrive in structure 70.
As shown in Fig. 1 and Fig. 2 and Fig. 3, the support frame 10 includes a pedestal 11, a support member 12 and two supporting constructions
13；Wherein, as depicted in figs. 3 and 5, the pedestal 11 is locked in a horizontal plane and includes a plate body 111, a stopper 112 and one
Height adjustable structure, the plate body 111 have two relative ends, and the stopper 112 is located at wherein one end of the plate body 111, the stopper
112 top projections plate-like and towards the plate body 111, the height adjustable structure include a joint portion 113, a guide screw part 114 and
One locking nut 115, the joint portion 113 are located at the middle of the plate body 111, and the joint portion 113 is plate-like and from the plate body 111
And towards the plate body 111 top projection and through being provided with an elongated hole 1131, the guide screw part 114 is erectly arranged in the plate body
111, the locking nut 115 is screw-locked at the guide screw part 114, and in the preferred embodiment, the guide screw part 114 is a bolt, the bolt
Bolt head be welded in the plate body 111；As shown in Fig. 2, Fig. 3 and Fig. 5, the support member 12 uprightly sets and had on relative one
End and a lower end, the support member 12 include a base member mounting portion 121, one and combine the solid welding nut 123 of recess 122 and one, the base
Seat installation portion 121 be located at the lower end of the support member 12 and inclined stepped, and this combines recess 122 and is located at the support member 12
Upper end, in the preferred embodiment, the support member 12 are a rectangular tube, and the base member mounting portion 121 is formed by the way of cutting
In the lower end of the support member 12, the solid welding nut 123 is consolidated in the base member mounting portion 121 of the support member 12 and is screw-locked at the guide screw
Part 114 simultaneously offsets with the locking nut 115, and a bolt is locked in the base member mounting portion of the support member 12 through the elongated hole 1131
121, the height of the support member 12 is can adjust by the height adjustable structure of the pedestal 10；
As shown in Figures 1 and 2, therein one supporting construction 13 is close to the upper end of the support member 12, another support knot
Structure 13 is close to the mid portion of the support member 12, and as shown in FIG. 6 and 7, each supporting construction 13 includes a supporting parts 131 and two
Fastener 132, the supporting parts 131 have a L-shaped section and include a fixed plate 1311 and be arranged in the fixed plate
One supporting plate 1312 at 1311 edges, in the preferred embodiment, the supporting parts 131 are an angle bar, and the fixed plate 1311 is welded in
The support member 12, two fasteners 132 are welded in the fixed plate 1311 and positioned at the both sides of the support member 12, each fasteners 132
Upper end protrude the supporting parts 131 and formed a hook part 1321.
As shown in Fig. 2, Fig. 4 and Fig. 5, the system template 20 includes a flat board 21, multiple support shaped steel 22 and one are connected
Shaped steel 23；Wherein, the flat board 21 is structure as a whole, and the profile of the flat board 21 is rectangular and has relative one first plane and one
Second plane, a relative upper limb and a lower edge and relative dual side-edge, the flat board 21 are provided with multiple beam tubes and perforated 211, four
Beam tube recess 212 and multiple beam tubes hold mouth 213, and the plurality of beam tube perforation 211 is flat through the first plane of the flat board 21 and second
Face, and from top to bottom arrange, the four beam tube recesses 212 are respectively arranged on four corners of the flat board 21, each beam tube recess 212
Profile is in quadrant, and each beam tube holds the profile semicircular in shape of mouth 213, and therein two beam tubes hold mouth 213 and are respectively arranged on this
The upper limb and lower edge of flat board 21, remaining beam tube hold mouth 213 and are distributed in the both sides of the flat board 21 and are equally spaced, and this is flat
Plate 21 can be a three-ply board or a plastic plate；
As shown in Figure 1, Figure 2 and shown in Fig. 5, it is the plurality of support shaped steel 22 be secured transversely to the flat board 21 the first plane and by
Up to arrange down, in the preferred embodiment, the plurality of support shaped steel 22 is all C-type steel, each to support shaped steel 22 with relative
One upper backup pad 221 and a lower supporting plate 222, the upper backup pad 221 are directed away from the side of the flat board 21 with the lower supporting plate 222
To extension, the upper backup pad 221 has the free end away from the flat board 21, and the free end of the upper backup pad 221 is provided with
The flange of the projection of lower supporting plate 222, the lower supporting plate 222 have the free end away from the flat board 21, the lower supporting plate 222
Free end be provided with the flange 2221 of the projection of upper backup pad 221；As shown in Figure 1, Figure 2, shown in Fig. 3 and Fig. 5, the linking shaped steel
23 are similarly C-type steel, and the linking shaped steel 23 is secured transversely to the first plane of the flat board 21 and is located at the lower edge of the flat board 21,
The some of the linking shaped steel 23 protrudes the lower edge of the flat board 21.
As shown in Figure 1, Figure 2 and shown in Fig. 5, the stressing accessory group 30 includes two stressing parts 31 and a limited part 32；Wherein, respectively
Stressing part 31 is plate-like and includes a supporting arm with two relative ends and relative a upper limb and a lower edge, the stressing part 31
311st, a buckle arm 312, a blocking breach 313 and a recess 314, the supporting arm 311 are located at the stressing part with the buckle arm 312
31 wherein one end and spaced, the buckle arm 312 is located at the top of the supporting arm 311, and the blocking breach 313 is located at the drawing
The middle of the upper limb of bundle 31 and the close stressing part 31, lower edge and the close drawing of the recess 314 located at the stressing part 31
The other end of bundle 31；The limited part 32 is plate-like and with two relative ends and relative a upper limb and a lower edge, the limitation
Part 32 is interval with two limitation breach 321 in the lower edge of the limited part；The two stressing parts 31 surround the support with the limited part 32
The support member 12 of frame 10, the two stressing parts 31 bear against in the both sides of the support member 12 and are sticked in the system template 20 respectively
The wherein one support shaped steel 22, the supporting arm 311 of each stressing part 31 is located at the lower section of the lower supporting plate 222 of the support shaped steel 22
And the lower supporting plate 222 is resisted against, the buckle arm 312 of each stressing part 31 is located at the top of the lower supporting plate 222 and buckle under this
The flange 2221 of supporting plate 222, the limited part 32 are located at the opposite side of the support member 21 with the support shaped steel 22, the limited part 32
Two blocking breach 313 of the two stressing parts 31 are sticked in the set two limitation breach 321 and are resisted against the support member 12.
As shown in Fig. 1, Fig. 3 and Fig. 5, the skirt template 40 includes a follow block 41 and a thin plate 42, the thickness of the follow block 41
Degree is suitable with the thickness of the flat board 21 of the system template 20, and the follow block 41 has relative a upper limb and a lower edge；The thin plate 42
It is consolidated in the follow block 41 and protrudes the upper limb of the follow block 41；The skirt template 40 is located at the lower section of the system template 20, the follow block
41 are resisted against the stopper 112 of the pedestal 11, and the thin slice 42 is resisted against the second plane of the flat board 21.
As shown in Figure 1, Figure 2, shown in Fig. 6 and Fig. 7, the diagonal brace group 50 includes a fixed seat 51 and a diagonal brace component 52；Wherein,
The fixed seat 51 is consolidated on the horizontal plane, and in preferred embodiment of the present utility model, the fixed seat 51 is an angle bar；This is oblique
Support component 52 is obliquely set and has a relative first end and one second end, and the first end of the diagonal brace component 52 is consolidated and supported
The fixed seat 51 is against, the second end of the diagonal brace component 52 consolidates and is resisted against the support member 12 of the support frame 10, such as Fig. 6 and figure
Shown in 7, in preferred embodiment of the present utility model, the diagonal brace component 52 includes a rectangular tube 521, two pinch plates 522 and one
Holding firmware 523, two pinch plates 522 are welded in one end of the rectangular tube 521 and each pinch plate 522 is provided with a bayonet socket upward
5221, the holding firmware 523 passes through the support member 12, and two pinch plates 522 are sticked in the holding firmware with set bayonet socket 5221
523, the end of the rectangular tube 521 is resisted against the support member 12.
As shown in figure 8, two second planes of two flat boards 21 of two system template 20 face each other, the width restriction group 60
Include a beam tube 61, one limitation bar 62, two pads 63 and two nuts 64, the beam tube 61 and pass through relative two of two flat boards 21
Beam tube perforation 211 and has two relative ends, and the both ends of the beam tube 61 are born against in two support frames of the two system template groups
10 two support members 12, in the preferred embodiment, the both ends of the beam tube 61 have different aperture, the aperture direction of the beam tube 61
Wherein one end of the beam tube 61 and it is tapered；There is the limitation bar 62 two relative ends and surface to be provided with the screw thread of screw lock, the limit
Bar 62 processed is placed through the beam tube 61, and the both ends of the limitation bar 62 pass two support members 12 respectively, and two pads 63 are nested with respectively
In the both ends of the limitation bar 62 and be resisted against two support members 12, two nuts 64 be screw-locked at respectively the both ends of the limitation bar 62 and
Bear against two pads 63；User can determine the concrete knot between two system template 20 by the width restriction group 60
Structure C width, after concrete structure C hardened formings, user can tap the less one end in the aperture of beam tube 61 to make this
Beam tube 63 exits concrete structure C；The utility model can further set up multiple width restriction groups 60 to limit when in use
Make the two system template groups.
As shown in figure 1, the utility model is when in use, each system template group can be according to concrete structure C for molding
Size and actual support intensity demand, further set up multiple support frames 10, multiple system template 20, multiple drawings
Beam accessory group 30, multiple skirt templates 40, multiple diagonal brace groups 50 and multiple width restriction groups 60, the plurality of system template
20 are arranged side by side and abut, a part of support frame 10 be located at two system template 20 that lean against place；Such as
Shown in Fig. 2, when each system template group includes two system template 20 of upper and lower combination, each diagonal brace group 50 can further increase
If the diagonal brace component 52 combines and supported the system template 20 above.
As shown in Figures 1 and 2, this, which supports to arrive in structure 70 and includes a rectangular tube 71 and one, supports to arrive in plate 72, and the rectangular tube 71 is horizontal
Set to ground, this supports to arrive in the upper surface that plate 72 is consolidated in the rectangular tube 71, and the rectangular tube 71 for supporting to arrive in structure 70 is embedded at each
The combination recess 122 of the support member 12 of support 10, this supports to arrive in structure 70 and can be used for support building version.
Formwork structure for building of the present utility model, the flat board 21 of its system template 20 are structure as a whole, therefore use
The concrete structure C that the utility model is molded does not allow to be also easy to produce error, the concrete knot in terms of levelness and perpendicularity
Structure C surface is also more smooth；In addition, formwork structure for building of the present utility model passes through the design of systematization, this can be made
Utility model is easy to coordinate and assembling；Compared with existing template, the utility model can be saved spent by finishing concrete structure
Manpower and expense, it is and also more convenient, more flexible with combining in use.
Described above is only preferred embodiment of the present utility model, not the utility model is done any formal
Limitation, although the utility model is disclosed above with preferred embodiment, but is not limited to the utility model, any to be familiar with
Professional and technical personnel, in the range of technical solutions of the utility model are not departed from, when in the technology using the disclosure above
Hold the equivalent embodiment made a little change or be modified to equivalent variations, as long as being without departing from technical solutions of the utility model
Hold, any simple modification, equivalent change and modification made according to the technical essence of the utility model to above example, still
Belong in the range of technical solutions of the utility model.
Claims (10)
1. a kind of formwork structure for building, it is characterised in that it includes two system template group and more than one width limits
Group：
The two system template groups are oppositely arranged, and each system template group includes a support frame, a system template and a skirt template；
The support frame includes a pedestal, a support member and a supporting construction, and the support member, which is uprightly set, to be had on relative one
End and a lower end, the lower end of the support member are incorporated into the pedestal, and the supporting construction is consolidated in the support member；
The system template is incorporated into the support member and includes a flat board and multiple support shaped steel, and the flat board has relative 1
One plane and one second plane, an a relative upper limb and lower edge and include the perforation of more than one beam tube, this more than one
Beam tube perforation through the first plane and the second plane of the flat board, the plurality of support shaped steel is secured transversely to the of the flat board
One plane and from top to bottom arrange, the therein one support shaped steel is supported to arrive in and mutual with the supporting construction by the supporting construction
Fix, two second planes of two flat boards of two system template face each other；
The skirt template is located at the lower section of the system template and is resisted against the system template and the pedestal；And
The more than one width limits assembling and is located at the two system template groups, and each width restriction group includes a beam tube and a limit
Bar processed, the beam tube is through the perforation of other one beam tube of two flat boards and has two relative ends, and the both ends of the beam tube have phase
Different aperture and two support members in two support frames are born against, the limitation bar has two relative ends and is placed through the beam
Pipe, the both ends of the limitation bar pass and are consolidated in two support members respectively.
2. formwork structure for building according to claim 1, it is characterised in that the system template of each system template group
Each support shaped steel has a lower supporting plate, and the lower supporting plate has the free end away from the flat board, the freedom of the lower supporting plate
Flange of the end provided with upward projection；The supporting construction of the support frame of the system template group includes a supporting parts and at least a buckle
Part, the supporting parts are located at the lower section of the lower supporting plate and support to arrive in the lower supporting plate, and an at least fastener is snapped in the lower support
The flange of plate.
3. formwork structure for building according to claim 2, it is characterised in that each system template group includes a stressing
Accessory group, the stressing accessory group are incorporated into the system template and support frame of the system template group, make the system template and the support
Frame mutually pushes against, and the stressing accessory group includes two stressing parts and a limited part, and the two stressing parts are around this with the limited part
The support member of the support frame for template group of uniting, the two stressing parts bear against in the both sides of the support member and are sticked in the system respectively
The support shaped steel of wherein the one of the system template of template group, the limited part are located at the opposite side of the support member with the support shaped steel,
The limited part is sticked in the two stressing parts and is resisted against the support member.
4. formwork structure for building according to claim 3, it is characterised in that the base of the support frame of each system template group
Seat includes a height adjustable structure, and the lower end of the support member of the support frame is incorporated into the height adjustable structure, the support frame
Height adjustable structure includes a joint portion, a guide screw part and a locking nut, the upward projection in the joint portion and is provided with an elongated hole,
The guide screw part is erectly set, and the locking nut is screw-locked at the guide screw part；The lower end of the support member of the support frame is provided with a solid welding
Nut, the solid welding nut are screw-locked at the guide screw part and offseted with the locking nut, and a bolt is locked in the branch through the elongated hole
The lower end of support member.
5. formwork structure for building according to claim 4, it is characterised in that each system template group includes a diagonal brace
Group, the diagonal brace group include a fixed seat, a diagonal brace component, a rectangular tube, two pinch plates and a holding firmware, and the diagonal brace component inclines
Tiltedly set and there is a relative first end and one second end, the first end of the diagonal brace component, which consolidates and is resisted against this, fixes
Seat, the second end of the diagonal brace component are consolidated and are resisted against the support member of the support frame of the system template group, and two pinch plates are located at
Second end of the diagonal brace component and the rectangular tube is consolidated in, each pinch plate is provided with a bayonet socket, and the holding firmware passes through the system template
The support member of the support frame of group, two pinch plates are sticked in the holding firmware with set bayonet socket, and the end of the rectangular tube is resisted against
The support member.
6. formwork structure for building according to claim 5, it is characterised in that the system template bag of each system template group
A linking shaped steel is included, the linking shaped steel is secured transversely to the first plane of the system template flat board and under the flat board
Edge, some of the linking shaped steel protrude the lower edge of the flat board.
7. formwork structure for building according to claim 6, it is characterised in that the skirt template bag of each system template group
Include a follow block and recline and be consolidated in a thin plate of the follow block, the thin plate protrudes the upper limb of the follow block；The branch of the system template group
The pedestal of support is provided with a stopper, and what the follow block was resisted against the stopper and the system template of the system template group is connected shaped steel, should
Thin plate is resisted against the flat board of the system template of the system template group.
8. formwork structure for building according to claim 7, it is characterised in that the system template of each system template group
Flat board is rectangular and has relative dual side-edge, and the flat board includes the multiple beam tube Rong Kou and four beam tubes of profile semicircular in shape
Recess, it is recessed in two sides of the upper limb of the flat board, the lower edge and the flat board, four beams respectively that the plurality of beam tube holds mouth
Pipe recess is respectively arranged on four corners of the flat board of rectangle, and the profile of each beam tube recess is in quadrant.
9. formwork structure for building according to claim 7, it is characterised in that each system template group further sets up one
The system template, the two upper and lower combinations of the system template, the system template of top are connected shaped steel being somebody's turn to do against lower section with set
First plane of the flat board of system template；The diagonal brace group of each system template group further sets up the diagonal brace component, two diagonal braces
The support member for the support frame that component is consolidated with set first end and is resisted against the system template group respectively, described support shaped steel
It is all C-type steel with the described shaped steel that is connected.
10. formwork structure for building according to claim 7, it is characterised in that each system template group can further increase
If two system template, two support frames and one support to arrive in structure, three system template are arranged side by side and abutted, two supports
Be set up in two system template against place, this supports to arrive in structure and includes a rectangular tube and one support to arrive in plate, and this supports to arrive in the square of structure
Shape pipe is laterally incorporated into the upper end of multiple support members of support frame as described above, and this, which supports to arrive in plate and is consolidated in this, supports to arrive in structure rectangular tube
Upper surface, described support shaped steel are all C-type steel with the described shaped steel that is connected.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW105206026U TWM528349U (en) | 2016-04-28 | 2016-04-28 | Formwork structure for construction use |
| TW105206026 | 2016-04-28 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206753024U true CN206753024U (en) | 2017-12-15 |
Family
ID=57443961
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720447283.3U Expired - Fee Related CN206753024U (en) | 2016-04-28 | 2017-04-26 | Template structure for building |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN206753024U (en) |
| TW (1) | TWM528349U (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI647367B (en) * | 2016-12-27 | 2019-01-11 | 邱金和 | Building template |
-
2016
- 2016-04-28 TW TW105206026U patent/TWM528349U/en not_active IP Right Cessation
-
2017
- 2017-04-26 CN CN201720447283.3U patent/CN206753024U/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| TWM528349U (en) | 2016-09-11 |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171215 Termination date: 20210426 |