CN205654079U - Instrument formula wall form system that fissure of displacement was arranged - Google Patents
Instrument formula wall form system that fissure of displacement was arranged Download PDFInfo
- Publication number
- CN205654079U CN205654079U CN201620453023.2U CN201620453023U CN205654079U CN 205654079 U CN205654079 U CN 205654079U CN 201620453023 U CN201620453023 U CN 201620453023U CN 205654079 U CN205654079 U CN 205654079U
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- China
- Prior art keywords
- template
- frame
- fissure
- section bar
- displacement
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- Expired - Fee Related
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- 238000006073 displacement reaction Methods 0.000 title claims abstract description 31
- 238000003032 molecular docking Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000009958 sewing Methods 0.000 claims description 3
- 230000006978 adaptation Effects 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 12
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to an instrument formula wall form system that fissure of displacement was arranged, include: a plurality of frame templates that the concatenation is connected include the template and locate the circumferential frame in the back of template, the setting of staggering each other between the concatenation seam that the frame template of connecting about being formed, the frame template section bar of connecting about locating within a definite time, the template section bar includes: the section bar board that has the front and the back, the front of section bar board with the front parallel and level of frame template cope match -plate pattern sets up, locate section bar backboard face and corresponding the connection box of frame, seted up on the connection box with the bolt hole of frame looks adaptation, and locate the inserting groove of the tip department of section bar backboard face, the inserting groove docks with the inserting groove of another section bar board, connects through the plug connector of wearing to establish. Settings of staggering each other between the concatenation seam that frame template that will connect from top to bottom formed has been avoided the concatenation seam to connect into and has been led to the length and describe, has improved the structural strength of template.
Description
Technical field
This utility model relates to the realm of building construction, refers in particular to the tool-type wall form that a kind of fissure of displacement is arranged
System.
Background technology
Template is a large amount of important tool used in construction.China's traditional handicraft uses plywood to do
Template, flitch is decided, secondary beam, and low bearing capacity is fragile, and lumber consumption is big, and operating efficiency is low,
Artificial consuming is many, it is impossible to early tear open, and security incident takes place frequently, and is increasingly denounced by industry.
Owing to conventional template exists above-mentioned various problem, frame template is adopted in work progress
Ratio increasing.The structure of frame template is to arrange frame knot in the back side surrounding of stencil body
Structure, it is simple to the splicing between template connects, and template also serves the effect of reinforcing.
In work progress, frame template is mutually spliced thus is formed formwork structure, the frame mould of splicing
Realizing connecting by frame and connecting pin between plate, frame template is owing to have employed unified gauge
Very little, so the splicing seams of frame template is along the elongated setting of length and width of formwork structure during splicing, make
The globality obtaining formwork structure is poor, and the intensity of supporting is more weak, in formwork structure after casting concrete,
Intensity at splicing seams is low and then produces concrete external drum phenomenon.
Utility model content
The purpose of this utility model is to overcome the defect of prior art, it is provided that the work that a kind of fissure of displacement is arranged
Tool formula wall form system, when solving existing frame template splicing owing to splicing seams forms elongated shape and
Cause the problem that formwork structure globality is poor, supporting intensity is more weak.
The technical scheme realizing above-mentioned purpose is:
The tool-type wall form system that a kind of fissure of displacement of this utility model is arranged, including:
Multiple frame templates that splicing connects, described frame template includes template and is located at described template
The frame of back side periphery, in the splicing seams that the frame template being vertically connected with is formed between mutually stagger and set
Put；
Being located at the template section bar between the frame template that left and right connects, described template section bar includes:
There is the profile plate of front and back, the front of described profile plate and described frame template upper mold
The concordant setting in front of plate；
It is located at the described profile plate back side and the connection frame of corresponding described frame, described connection frame is offered
There is the pin hole suitable with described frame；And
It is located at the inserting groove of the end at the described profile plate back side, described inserting groove and another profile plate
Inserting groove docking, connected by the plug connector worn.
Mutually is staggered between the splicing seams that the frame template being vertically connected with is formed setting, it is to avoid spell
Seam connects into elongated shape, improves the structural strength of template.By the frame mould spliced mutually at two
Template section bar is set between plate, improves the structural strength at frame formwork edge joint by template section bar, also
Add the globality between the frame template spliced mutually, improve the supporting intensity installing formwork structure,
And then ensure that the pouring quality of concrete.
Further improvement is that of the tool-type wall form system that this utility model fissure of displacement is arranged, described
Inserting groove is T-slot.
Further improvement is that of the tool-type wall form system that this utility model fissure of displacement is arranged, described
The end at the profile plate back side is installed with the L-type part being oppositely arranged, described L-type part and described section bar
Plate encloses the described T-slot of formation.
Further improvement is that of the tool-type wall form system that this utility model fissure of displacement is arranged, described
L-type part includes the first straight plate and the second straight plate being mutually connected vertically, the of the L-type part being oppositely arranged
The end of plate is fixedly arranged on described profile plate always, the end of the second straight plate be oppositely arranged and between be installed with
Gap.
Further improvement is that of the tool-type wall form system that this utility model fissure of displacement is arranged, described
Plug connector is the T-shaped part adapting to described T-slot, and described T-shaped part is provided with and is erected on described T
The spacing wing plate on shape groove top.
Further improvement is that of the tool-type wall form system that this utility model fissure of displacement is arranged, described
Plug connector is the I shape part adapting to described T-slot, and described I shape part is provided with and is erected on institute
State the spacing wing plate on T-slot top.
Further improvement is that, up and down of the tool-type wall form system that this utility model fissure of displacement is arranged
Between the splicing seams that connecting sewing between the template section bar connected and the frame template that is vertically connected with are formed
Stagger setting.
Accompanying drawing explanation
Fig. 1 is that the tool-type wall form system that this utility model fissure of displacement is arranged connects frame template
Side view.
Fig. 2 is that the tool-type wall form system that this utility model fissure of displacement is arranged connects frame template
Top view.
Fig. 3 is the sectional view of the tool-type wall form system that this utility model fissure of displacement is arranged.
Fig. 4 is the of the plug connector in the tool-type wall form system that this utility model fissure of displacement is arranged
The structural representation of one embodiment.
Fig. 5 is the of the plug connector in the tool-type wall form system that this utility model fissure of displacement is arranged
The structural representation of two embodiments.
Fig. 6 is that the tool-type wall form system that this utility model fissure of displacement is arranged utilizes first embodiment
Plug connector connect side view.
Fig. 7 is that the tool-type wall form system that this utility model fissure of displacement is arranged utilizes first embodiment
Plug connector connect top view.
Detailed description of the invention
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
This utility model provides the tool-type wall form system that a kind of fissure of displacement is arranged, is used for solving limit
The problem that frame template intensity at splicing seams is more weak.This utility model utilizes the frame that will splice up and down
Mutually stagger setting between the splicing seams that template is formed, to improve the bulk strength of formwork structure.On a left side
Increasing template section bar between the frame template of right splicing, template section bar is by connecting in frame and frame template
Frame easy to connect, and by template section bar, vertical frame template connected into entirety, formed steady
Fixed structural system.The tool-type wall form body below in conjunction with the accompanying drawings this utility model fissure of displacement arranged
System illustrates.
As depicted in figs. 1 and 2, the tool-type wall form system that this utility model fissure of displacement is arranged includes
Multiple frame templates 11 and multiple template section bar 21, this frame template 11 includes template 112 and sets
In the frame 111 of the periphery at template 112 back side 1122, by frame 111 between frame template 11
Connect and then realize splicing.When splicing, frame template 11 the most mutually splices connection, in
Mutually stagger between the splicing seams 113 that the frame template 11 being vertically connected with is formed setting.Stencil-type
Material 21 is located between two the frame templates 11 in left and right, for increasing the globality of vertical formwork, up and down
Splicing seams 113 between the frame template 11 of splicing, due to the setting of template section bar 21, by left and right
The horizontally-spliced seam of the frame template 11 of both sides blocks, it is also possible to improve upper and lower two frame templates 11
Between globality.
Shown in Fig. 3 and Fig. 4, template section bar 21 include profile plate 211, connect frame 212,
Inserting groove 213 and plug connector 214, profile plate 211 has front 2111 and the back side 2112, type
The concordant setting in front 1121 of the front of material plate 211 and frame template 11 cope match-plate pattern 112, this section bar
The front 2111 of plate 211 also plays the effect of template.Connect frame 212 and be located at profile plate 211
The frame 111 of the back side 2112 and corresponding sides frame template 11 is arranged, and connects and offers and limit on frame 212
The pin hole 2121 that frame 111 is suitable, by wearing the latch on pin hole 2121 and frame 111
The latch in hole connects fastening.Connect frame 212 and be located at the left and right sides of profile plate 211, for connection two
The frame template 11 of side, this connection frame 212 be connected with profile plate 211 formed template section bar 21 in
U-shape structure.Inserting groove 213 is located at the end at profile plate 211 back side 2112, inserting groove 213
Docking with the inserting groove on another profile plate, then the plug connector 214 by wearing is connected,
The splicing being achieved that between two template section bars 21 connects.
Inserting groove 213 is T-slot, fixed by the end at profile plate 211 back side 2112
Two L-type parts 215 enclose formation, and two L-type parts 215 are oppositely arranged, these two L-type parts 215
Enclose together with profile plate 211 and define T-slot.L-type part 215 includes orthogonal first straight
Plate 2151 and the second straight plate 2152, the end of the straight plate 2151 of the first of the L-type part 215 being oppositely arranged
Portion is fixedly arranged on profile plate 211, the end of the second straight plate 2152 be oppositely arranged and between be installed with between
Gap, the second straight plate 2152 is located between two first straight plates 2151.Two first straight plate 2151 Hes
Two second straight plates 2151 enclose and define T-slot.
As shown in Figure 4, plug connector 214 is the T-shaped part adapting to T-slot, and this T-shaped part sets
There is the spacing wing plate 2141 being erected on T-slot top.This T-shaped part includes end plate 2142 with vertical
It is located at the wing plate 2143 in the middle part of end plate 2142, shown in Fig. 6 and Fig. 7, utilizes plug connector 214
When connecting two template section bars 21 setting up and down, the end plate 2142 of plug connector 214 is placed in inserting groove
In 213, wing plate 2143 gap between two second straight plates 2152 from inserting groove 213 protrudes out
Coming, spacing wing plate 2141 is placed in the top of inserting groove 213, so that plug connector 214 is plugged in
In inserting groove 213.
As it is shown in figure 5, plug connector 214 is the I shape part adapting to T-slot, this I shape part
It is provided with the spacing wing plate 2146 being erected on T-slot order.This I shape part includes two end plates
2144 and the connecting plate 2145 that is vertical between two end plates 2144, spacing wing plate 2146 is located at
The side of two end plates 2144 and being connected with two end plates 2144.Shown in Fig. 1 and Fig. 2,
When utilizing I shape part to be attached template section bar 21, any one in two end plates 2144 is plugged
In inserting groove 213, then make that connecting plate 2145 is placed on link slot 213 two second straight
Gap location between plate 2152, spacing wing plate 2146 is erected on the top of inserting groove 213, so that
Obtain plug connector 214 to be plugged in inserting groove 213.
It is preferred that the connecting sewing between the template section bar 21 being vertically connected with and the frame mould spliced up and down
The splicing seams 113 of plate 11 mutually staggers setting, so makes the transverse slot of formwork structure not be linked to be
Straight line makes the structural strength between upper and lower frame template improve, it is to avoid the shearing resistance bending resistance of edge joint position
The problem that intensity is weak.
Below the use process of the tool-type wall form system that this utility model fissure of displacement is arranged is carried out
Explanation.
When carrying out the splicing of frame template 11, upper and lower frame template 11 utilizes frame 111 to splice
Connecting, arrange template section bar 21 between the frame template 11 of left and right, template section bar 21 utilizes and connects
Frame 212 is connected with the frame 111 of frame template 11, at joint between template section bar 21, utilizes
Plug connector 214 is inserted in the inserting groove 213 of docking, it is achieved between upper and lower two template section bars 21
Connect.
Having the beneficial effect that of the tool-type wall form system that this utility model fissure of displacement is arranged
Mutually is staggered between the splicing seams that the frame template being vertically connected with is formed setting, it is to avoid spell
Seam connects into elongated shape, improves the structural strength of template.By the frame mould spliced mutually at two
Template section bar is set between plate, improves the structural strength at frame formwork edge joint by template section bar, also
Add the globality between the frame template spliced mutually, improve the supporting intensity installing formwork structure,
And then ensure that the pouring quality of concrete.
Above in association with accompanying drawing embodiment, this utility model is described in detail, common skill in this area
This utility model can be made many variations example by art personnel according to the above description.Thus, in embodiment
Some details should not constitute restriction of the present utility model, and this utility model will be with appended claims
The scope defined is as protection domain of the present utility model.
Claims (7)
1. the tool-type wall form system that a fissure of displacement is arranged, it is characterised in that including:
Multiple frame templates that splicing connects, described frame template includes template and is located at described template
The frame of back side periphery, in the splicing seams that the frame template being vertically connected with is formed between mutually stagger and set
Put；
Being located at the template section bar between the frame template that left and right connects, described template section bar includes:
There is the profile plate of front and back, the front of described profile plate and described frame template upper mold
The concordant setting in front of plate；
It is located at the described profile plate back side and the connection frame of corresponding described frame, described connection frame is offered
There is the pin hole suitable with described frame；And
It is located at the inserting groove of the end at the described profile plate back side, described inserting groove and another profile plate
Inserting groove docking, connected by the plug connector worn.
2. the tool-type wall form system that the fissure of displacement as claimed in claim 1 is arranged, its feature exists
In, described inserting groove is T-slot.
3. the tool-type wall form system that the fissure of displacement as claimed in claim 2 is arranged, its feature exists
Be installed with the L-type part being oppositely arranged in, the end at the described profile plate back side, described L-type part with
Described profile plate encloses the described T-slot of formation.
4. the tool-type wall form system that the fissure of displacement as claimed in claim 3 is arranged, its feature exists
In, described L-type part includes the first straight plate and the second straight plate, the L being oppositely arranged being mutually connected vertically
The end of the straight plate of the first of type part is fixedly arranged on described profile plate, and the end of the second straight plate is oppositely arranged and it
Between be installed with gap.
5. the tool-type wall form system that the fissure of displacement as claimed in claim 4 is arranged, its feature exists
In, described plug connector is the T-shaped part adapting to described T-slot, and described T-shaped part is provided with to be set up
Spacing wing plate in described T-slot top.
6. the tool-type wall form system that the fissure of displacement as claimed in claim 4 is arranged, its feature exists
In, described plug connector is the I shape part adapting to described T-slot, and described I shape part is provided with
It is erected on the spacing wing plate on described T-slot top.
7. the tool-type wall form system that the fissure of displacement as claimed in claim 1 is arranged, its feature exists
In, the splicing that the connecting sewing between the template section bar being vertically connected with is formed with the frame template being vertically connected with
Stagger between seam setting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620453023.2U CN205654079U (en) | 2016-05-18 | 2016-05-18 | Instrument formula wall form system that fissure of displacement was arranged |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620453023.2U CN205654079U (en) | 2016-05-18 | 2016-05-18 | Instrument formula wall form system that fissure of displacement was arranged |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205654079U true CN205654079U (en) | 2016-10-19 |
Family
ID=57402731
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620453023.2U Expired - Fee Related CN205654079U (en) | 2016-05-18 | 2016-05-18 | Instrument formula wall form system that fissure of displacement was arranged |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205654079U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577462A (en) * | 2018-12-27 | 2019-04-05 | 首钢水城钢铁(集团)赛德建设有限公司 | Formwork reinforcement construction method |
-
2016
- 2016-05-18 CN CN201620453023.2U patent/CN205654079U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577462A (en) * | 2018-12-27 | 2019-04-05 | 首钢水城钢铁(集团)赛德建设有限公司 | Formwork reinforcement construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161019 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |