CN206289619U - Guide wall form board mounting structure and wall casting system - Google Patents
Guide wall form board mounting structure and wall casting system Download PDFInfo
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- CN206289619U CN206289619U CN201621183499.5U CN201621183499U CN206289619U CN 206289619 U CN206289619 U CN 206289619U CN 201621183499 U CN201621183499 U CN 201621183499U CN 206289619 U CN206289619 U CN 206289619U
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- mounting structure
- board mounting
- guide wall
- form board
- steel reinforcement
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Abstract
The utility model provides a kind of guide wall form board mounting structure and wall casting system, is related to construction engineering technical field.Guide wall form board mounting structure includes panel group, support component, the first connector and the second connector.Panel group includes many leaf planks, and relative two edge of panel is provided with slot, and the side of panel has been arranged side by side a plurality of spacing raised line, stopper slot is formed between adjacent spacing raised line.Support component includes spacing flitch, and spacing flitch is embedded in stopper slot.Support tubes positioned at the both sides of the steel reinforcement cage for leading wall are connected by the first connector, and the slot positioned at the adjacent panel of the steel reinforcement cage the same side for leading wall passes through the second connector grafting.Wall casting system includes base plate, steel reinforcement cage and above-mentioned guide wall form board mounting structure, and steel reinforcement cage is arranged at base plate, and guide wall form board mounting structure is installed on the outside of steel reinforcement cage.The guide wall form board mounting structure and wall casting system make more to facilitate when leading the installation fixation of wall steel reinforcement cage.
Description
Technical field
The utility model is related to construction engineering technical field, in particular to a kind of guide wall form board mounting structure and wall
Body casting system.
Background technology
Building template is a kind of temporary supporting structure, is made by design requirement, makes concrete structure, component by regulation
Position, physical dimension shaping, keep its correct position, and bear building template deadweight and effect external loads thereon.Enter
The purpose of row form work engineering, is to ensure concrete engineering quality with construction safety, accelerating construction progress and reduction engineering cost.
The working architectural template structure of Cast-in-situ Concrete Structural Engineering, mainly by panel, supporting construction and connector three
Part constitutes.Panel is the force bearing plate of directly contact newly-laid concrete；Supporting construction is then supporting faceplate, concrete and construction lotus
The temporary structure of load, it is ensured that architectural template structure is combined securely, accomplish it is indeformable, do not destroy；Connector is by panel and branch
Support structure connects integral accessory.
Building template is the formwork and support of concreting shaping, and building template, building can be divided into by the property of material
Wood glue plate, film coated plate, multi-layer sheet, two-sided re-glue, two-sided laminated construction formwork etc..Building template can be divided into by construction technology condition
Cast in place concrete form, pre-assembled template, large form, rise to template etc..
A kind of working measure mode of Dao Qiangshi units in charge of construction, will first construct before continuous wall trench underground and lead wall, and leading wall is
The essential interim structure of diaphram wall is built, in construction period, wall is led and is often born steel reinforcement cage, pour concrete and lead
The effect of the static and dynamic loadings such as pipe, rig, thus must conscientiously design and construct, can just carry out the formal construction of diaphram wall.
, it is necessary to be supported to the steel reinforcement cage for leading wall using guide wall form board during construction of guide wall, so that effectively solid on base plate
The steel reinforcement cage for leading wall is set, and steel reinforcement cage that can be safely to leading wall carries out pouring construction, improves construction effect and quality.
The fixation on base plate of existing guide wall form board mounting structure not enough facilitates when leading the steel reinforcement cage of wall, accordingly, it would be desirable to one
New guide wall form board mounting structure is planted to solve the above problems.
Utility model content
The purpose of this utility model is to provide a kind of guide wall form board mounting structure, when it can install guide wall form board more
Plus it is convenient.
Another purpose of the present utility model is to provide a kind of wall casting system, and the wall casting system has upper
Guide wall form board mounting structure is stated, it is more convenient that it can make to lead pouring for wall.
What the utility model was realized in：
Embodiment of the present utility model provides a kind of guide wall form board mounting structure, and it includes panel group, support component, the
A connection piece and the second connector.The panel group includes many leaf planks, fans the panel for being arranged at the reinforcing bar for leading wall more
The relative both sides of cage, relative two edge of the panel is provided with slot, and the side of the panel has been arranged side by side many
The spacing raised line of bar, stopper slot is formed between adjacent described spacing raised line.The support component includes spacing flitch, support tube
Part, root locating part and scalable jacking, the spacing flitch are embedded in the stopper slot, and the support tubes are arranged at institute
The side away from the panel of spacing flitch is stated, the root locating part and the scalable jacking may be contained within the support
The side away from the panel of pipe fitting, the root locating part is arranged at the bottom of the support tubes, the retractable top
Hold in the palm for support tubes described in diagonal brace.The support tubes positioned at the both sides of the steel reinforcement cage for leading wall pass through first connector
Connection, second connector be located at lead wall steel reinforcement cage the same side the adjacent panel the slot grafting.
By the spacing raised line and its stopper slot of formation of panel, coordinate two slots at edge, guide wall form board is installed
Structure more facilitates time saving in fixed steel reinforcement cage.
Alternatively, second connector includes connecting portion and pulling part, and the pulling part is located at the one of the connecting portion
End, the connecting portion and the slot grafting.
Alternatively, the connecting portion is strip.
Alternatively, the section of the connecting portion is I-shaped, and the slot is T-shaped.
Alternatively, with the edge of the panel there is spacing in the spacing raised line.
Alternatively, the guide wall form board mounting structure also includes forked support guard, and the forked support guard includes the first fork
Bar and the second fork arm, first fork arm are arranged in a crossed manner with second fork arm, and the forked support guard is arranged to be located at leads wall
Steel reinforcement cage the same side adjacent described scalable jacking between and be connected with the scalable jacking.
Alternatively, the forked support guard has four ends, between the scalable jacking and the support tubes, institute
State and support shield portion is respectively provided between scalable jacking and base plate, the end connects one to one with the support shield portion.
Alternatively, first connector is pull bar, has the support tubes for leading the steel reinforcement cage both sides of wall mutual
The trend drawn close.
Alternatively, the root locating part includes earth anchor and timber wedge sub-component, and the earth anchor is fixed with base plate, the timber wedge
The steel reinforcement cage motion that sub-component is arranged between the earth anchor and the support tubes and makes the support tubes have guide wall
Trend.
Embodiment of the present utility model provides a kind of wall casting system, and it includes base plate, steel reinforcement cage and any of the above-described
The guide wall form board mounting structure of item, the steel reinforcement cage is arranged at the base plate, and the guide wall form board mounting structure is installed on described
The outside of steel reinforcement cage.
Compared to prior art, the beneficial effects of the utility model are：
The panel of guide wall form board mounting structure sets spacing raised line and spacing raised line is formed for being embedded spacing wood each other
The stopper slot of side, also panel both sides edge are set to the slot with the second connector grafting, the guide wall form board mounting structure
Make the fixation procedure of the steel reinforcement cage for leading wall more convenient.By use the guide wall form board mounting structure, wall casting system for
Pouring for wall is led more to facilitate.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of the utility model embodiment, below will be to be used needed for embodiment
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore should not be by
Regard the restriction to scope as, for those of ordinary skill in the art, on the premise of not paying creative work, may be used also
Other related accompanying drawings are obtained with according to these accompanying drawings.
Fig. 1 is the structural representation of the guide wall form board mounting structure of the utility model embodiment 1；
Fig. 2 is the axonometric drawing of the panel of the utility model embodiment 1；
Fig. 3 is the partial enlarged drawing at III position of Fig. 2；
Fig. 4 is the axonometric drawing of the second connector of the utility model embodiment 1；
Fig. 5 is the structural representation after the installation of the forked support guard of the utility model embodiment 1.
Icon：100- guide wall form board mounting structures；10- panel groups；11- panels；13- slots；The spacing raised lines of 15-；17- is limited
Position groove；20- base plates；22- steel reinforcement cages；30- support components；The spacing flitches of 31-；33- support tubes；35- roots locating part；352-
Earth anchor；354- timber wedge sub-components；3541- positions flitch；3543- timber wedges；The scalable jackings of 37-；The connectors of 50- first；70-
Second connector；71- connecting portions；73- pulling parts；The forked support guard of 90-；The fork arms of 91- first；The fork arms of 93- second；932- ends
Portion；934- support shields portion.
Specific embodiment
In the construction for leading wall, fixation of the guide wall form board mounting structure for leading the steel reinforcement cage of wall is particularly significant, concerns
Whether the later stage leads and consolidated when wall is poured.The fixation on base plate of existing guide wall form board mounting structure is led not square enough during the steel reinforcement cage of wall
Just.
For above-mentioned situation, inventor works out a kind of guide wall form board on the basis of a large amount of thinkings and practice have been carried out
Mounting structure and wall casting system, this guide wall form board mounting structure and wall casting system can make the steel reinforcement cage for leading wall exist
It is more convenient when being fixed on base plate.
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, is clearly and completely described, it is clear that retouched to the technical scheme in the utility model embodiment
The embodiment stated is a part of embodiment of the utility model, rather than whole embodiments.Generally described in accompanying drawing herein and
The component of the utility model embodiment for showing can be arranged and designed with a variety of configurations.
Therefore, the detailed description of embodiment of the present utility model below to providing in the accompanying drawings is not intended to limit requirement
The scope of the present utility model of protection, but it is merely representative of selected embodiment of the present utility model.Based in the utility model
Embodiment, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, all
Belong to the scope of the utility model protection.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then it need not be further defined and explained in subsequent accompanying drawing.
, it is necessary to explanation in description of the present utility model, term " on ", D score, " interior ", the orientation of the instruction such as " outward "
Or position relationship is that, based on orientation shown in the drawings or position relationship, or the utility model product is usually put when using
Orientation or position relationship, are for only for ease of description the utility model and simplify description, rather than the dress for indicating or implying meaning
Put or element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to the utility model
Limitation.Additionally, term " first ", " second " etc. are only used for distinguishing description, and it is not intended that indicating or implying relatively important
Property.
Additionally, term " vertical " etc. is not offered as requiring that part definitely dangles, and can be to be slightly tilted.Such as " vertical " only
Simply mean to its direction more vertical with respect to for " level ", be not to represent that the structure must be fully horizontal, and can be slightly
Low dip.
In description of the present utility model, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, term " sets
Put ", " installation ", " connection " should be interpreted broadly, for example, it may be fixedly connected, or be detachably connected, or integratedly
Connection；Can mechanically connect, or electrically connect；Can be joined directly together, it is also possible to be indirectly connected to by intermediary,
Can be two connections of element internal.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning of the language in the utility model.
Embodiment 1
Fig. 1 is refer to, the present embodiment provides a kind of guide wall form board mounting structure 100, and it includes panel group 10, support component
30 and first connector 50.
Panel group 10 has many leaf planks 11, and panel 11 is square plate.Support component 30 includes spacing flitch 31, support tube
Part 33, root locating part 35 and scalable jacking 37, root locating part 35 include earth anchor 352 and timber wedge sub-component 354, timber wedge
Component 354 includes positioning flitch 3541 and timber wedge 3543.First connector 50 is pull bar.
Specifically, incorporated by reference to Fig. 2 and Fig. 3, relative two edge of panel 11 is provided with slot 13, and slot 13 is T
Font.The side of panel 11 is provided with a plurality of spacing raised line 15, and spacing raised line 15 is arranged side by side and mutual interval is identical.Phase
Adjacent spacing raised line 15 forms stopper slot 17 each other.
Incorporated by reference to Fig. 4, the guide wall form board mounting structure 100 of the present embodiment also includes the second connector 70, the second connector
70 include connecting portion 71 and pulling part 73, and pulling part 73 is located at one end of connecting portion 71.Connecting portion 71 is strip, its length and face
The depth size of the slot 13 of plate 11 is identical, and its section is I-shaped.
Many leaf planks 11 are arranged at the relative both sides of steel reinforcement cage 22 for leading wall, and perpendicular to base plate 20, panel 11 is most
There is spacing with the edge of panel 11 in the spacing raised line 15 of lower section.The setting of the spacing is mainly used for the later stage and envelope is installed when pouring
Slurry bar.
Panel 11 positioned at the same side for the steel reinforcement cage 22 for leading wall is connected by the second connector 70 each other.
First the side for having slot 13 of panel 11 is stitched together, and makes the register of slot 13.Finally hold
The pulling part 73 of the second connector 70, the slot 13 that two pieces of panels 11 have spliced is inserted by the connecting portion 71 of the second connector 70
It is interior, realize grafting so that fitted together perfectly between two adjacent leaf planks 11.
Second connector 70 is aided with using such panel 11 again, makes to be located at peace between the panel 11 of the same side of steel reinforcement cage 22
Fill more convenient, and because counter plate 11 itself is not damaged, then the recycling rate of waterused of panel 11 also will be higher.Have benefited from
The shape of such slot 13 and section are the second I-shaped connector 70, do not exist gap between panel 11, when the later stage pours
Also it is avoided that the situation of spillage occurs.
Limited location flitch 31 is embedded in the stopper slot 17 of the panel 11 for leading every side of the steel reinforcement cage 22 of wall, the present embodiment
Three spacing flitches 31 are respectively mounted outside panel 11 per side.
Have benefited from the design of stopper slot 17, just can be by spacing flitch 31 without exclusively carrying out measurement when spacing flitch 31 is installed
Installed according to identical spacing.The measurement used time is reduced, so as to the installation that improve the guide wall form board mounting structure 100 is imitated
Rate.
Support tubes 33 are arranged at the side away from panel 11 of spacing flitch 31, and support tubes 33 are vertical with base plate 20.
Root locating part 35 and scalable jacking 37 are arranged at the side away from panel 11 of support tubes 33.
Further, root locating part 35 is arranged at the bottom of support tubes 33, and earth anchor 352 is fixed on into base plate 20, then
Flitch 3541 will be positioned and be installed on the bottom of support tubes 33, positioning flitch 3541 and earth anchor 352 have a gap, and then by timber wedge
Sub 3543 wedges enter the gap.
After wedge enters timber wedge 3543, the squeezing action of timber wedge 3543 causes that support tubes 33 have towards the reinforcing bar for leading wall
The trend of the motion of cage 22.
The diagonal brace support tubes 33 of scalable jacking 37, i.e. one end of scalable jacking 37 props up the upper end of support tubes 33,
The other end of scalable jacking 37 props up base plate 20.
Scalable jacking 37 helps to be adjusted according to actual conditions in an installation, than for the mode for changing jacking
More save man-hour.
After fixing panel 11 by above-mentioned steps, then 22 liang of steel reinforcement cage for leading wall will be located at by the first connector 50
The support tubes 33 of side are tensed, and are allowed to have the trend mutually drawn close.The both sides of steel reinforcement cage 22 for leading wall will be located at so as to play
The effect that panel 11 is tensed, reaches in preventing later stage casting process, and the load brought due to vibrating etc. causes the situation of quick-fried mould to send out
It is raw.
Fig. 5 is refer to, the guide wall form board mounting structure 100 of the present embodiment also includes forked support guard 90, forked support guard
90 include the first fork arm 91 and the second fork arm 93, and forked support guard 90 is installed on the adjacent of the same side for the steel reinforcement cage 22 for leading wall
It is connected between scalable jacking 37 and with scalable jacking 37.
Specifically, the first fork arm 91 and the second fork arm 93 are respectively provided with two ends 932, then forked support guard 90 has four
End 932.Support shield portion 934 is respectively provided between scalable jacking 37 and support tubes 33, between scalable jacking 37 and base plate 20,
End 932 connects one to one with support shield portion 934.
Forked support guard 90 causes that the guide wall form board mounting structure 100 is more consolidated after installation is complete, when the later stage pours,
Preferably can bear to vibrate the load for bringing, and prevent the security incident of quick-fried mould from occurring.
The guide wall form board mounting structure 100 of the present embodiment is by the panel group 10 with slot 13 and spacing raised line 15, branch
The combination of support component 30, the first connector 50 and the second connector 70 is installed, and the steel reinforcement cage 22 for leading wall is more facilitated when fixed,
It is beneficial for reducing work hours and more firm.The recycling and the reduction in man-hour of panel 11 are for standing cost control
Speech is also more beneficial.
Embodiment 2
Present embodiments provide a kind of wall casting system, including base plate 20, steel reinforcement cage 22 and above-described embodiment lead wall
Model sheetinstallat structure 100.Steel reinforcement cage 22 is arranged at base plate 20, and guide wall form board mounting structure 100 is installed on the outside of steel reinforcement cage 22.
What is poured as needed leads the length of wall, and the wall casting system only need to be to the panel 11 of guide wall form board mounting structure 100, support
The quantity of component 30, the first connector 50, the second connector 70 and forked support guard 90 is increased and decreased.
Remaining does not refer to that part is referred to the structure or prior art of above-described embodiment.
By the guide wall form board mounting structure 100 using above-described embodiment, when the wall casting system of the present embodiment is installed
It is more convenient firm.
In sum, the guide wall form board mounting structure 100 of the utility model embodiment is by will be with slot 13 and spacing
The panel group 10 of raised line 15, support component 30, the first connector 50 and the second connector 70 are combined and installed together, and make to lead wall
Steel reinforcement cage 22 more facilitates when fixed, and more firm.The wall casting system of the utility model embodiment by using
The guide wall form board mounting structure 100 so that installation process is more convenient, effective control time cost.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle
Within, any modification, equivalent substitution and improvements made etc. should be included within protection domain of the present utility model.
Claims (10)
1. a kind of guide wall form board mounting structure, it is characterised in that connect including panel group, support component, the first connector and second
Fitting；
The panel group includes many leaf planks, fans the relative both sides of steel reinforcement cage that the panel leads wall for being arranged at more, described
Relative two edge of panel is provided with slot, and the side of the panel has been arranged side by side a plurality of spacing raised line, adjacent
Stopper slot is formed between the spacing raised line；
The support component includes spacing flitch, support tubes, root locating part and scalable jacking, and the spacing flitch is embedded
In the stopper slot, the support tubes are arranged at the side away from the panel of the spacing flitch, the root limit
Position part and the scalable jacking may be contained within the side away from the panel of the support tubes, and the root locating part sets
The bottom of the support tubes is placed in, the scalable jacking is used for support tubes described in diagonal brace；
The support tubes positioned at the both sides of the steel reinforcement cage for leading wall are connected by first connector, second connector
The slot grafting of the panel adjacent with what it is positioned at the steel reinforcement cage the same side for leading wall.
2. guide wall form board mounting structure according to claim 1, it is characterised in that second connector includes connecting portion
And pulling part, the pulling part is located at one end of the connecting portion, the connecting portion and the slot grafting.
3. guide wall form board mounting structure according to claim 2, it is characterised in that the connecting portion is strip.
4. guide wall form board mounting structure according to claim 2, it is characterised in that the section of the connecting portion is I-shaped
Shape, the slot is T-shaped.
5. guide wall form board mounting structure according to claim 1, it is characterised in that the spacing raised line and the panel
There is spacing in edge.
6. guide wall form board mounting structure according to claim 1, it is characterised in that the guide wall form board mounting structure is also wrapped
Forked support guard is included, the forked support guard includes the first fork arm and the second fork arm, first fork arm and second fork arm
It is arranged in a crossed manner, it is described it is forked support guard be arranged at positioned at lead wall steel reinforcement cage the same side adjacent described scalable jacking it
Between and be connected with the scalable jacking.
7. guide wall form board mounting structure according to claim 6, it is characterised in that the forked support guard has four ends
Portion, is respectively provided with support shield portion between the scalable jacking and the support tubes, between the scalable jacking and base plate, described
End connects one to one with the support shield portion.
8. guide wall form board mounting structure according to claim 1, it is characterised in that first connector is pull bar, is made
The support tubes for leading the steel reinforcement cage both sides of wall have the trend mutually drawn close.
9. guide wall form board mounting structure according to claim 1, it is characterised in that the root locating part include earth anchor and
Timber wedge sub-component, the earth anchor is fixed with base plate, and the timber wedge sub-component is arranged between the earth anchor and the support tubes
And make the support tubes that there is the trend of the steel reinforcement cage motion of guide wall.
10. a kind of wall casting system, it is characterised in that including leading described in base plate, steel reinforcement cage and claim any one of 1-9
Wall form mounting structure, the steel reinforcement cage is arranged at the base plate, and the guide wall form board mounting structure is installed on the steel reinforcement cage
Outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621183499.5U CN206289619U (en) | 2016-10-27 | 2016-10-27 | Guide wall form board mounting structure and wall casting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621183499.5U CN206289619U (en) | 2016-10-27 | 2016-10-27 | Guide wall form board mounting structure and wall casting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206289619U true CN206289619U (en) | 2017-06-30 |
Family
ID=59099850
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621183499.5U Active CN206289619U (en) | 2016-10-27 | 2016-10-27 | Guide wall form board mounting structure and wall casting system |
Country Status (1)
| Country | Link |
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| CN (1) | CN206289619U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555317A (en) * | 2019-01-28 | 2019-04-02 | 中南大学 | The template construction device and construction method of column visualization construction |
| CN111321888A (en) * | 2018-12-17 | 2020-06-23 | 上海共革建筑科技发展有限公司 | No-cicada-seam no-bolt-hole concrete pouring template and construction method thereof |
| CN113047613A (en) * | 2021-03-30 | 2021-06-29 | 江铃汽车集团江西工程建设有限公司 | Pouring template of house support column and construction method thereof |
| CN114319863A (en) * | 2022-02-21 | 2022-04-12 | 中铁十六局集团城市建设发展有限公司 | Basement guide wall template supporting system and construction method thereof |
| CN114991461A (en) * | 2022-07-19 | 2022-09-02 | 四川省第六建筑有限公司 | Be applied to cast-in-place wall's template reinforcing mechanism |
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2016
- 2016-10-27 CN CN201621183499.5U patent/CN206289619U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111321888A (en) * | 2018-12-17 | 2020-06-23 | 上海共革建筑科技发展有限公司 | No-cicada-seam no-bolt-hole concrete pouring template and construction method thereof |
| CN109555317A (en) * | 2019-01-28 | 2019-04-02 | 中南大学 | The template construction device and construction method of column visualization construction |
| CN109555317B (en) * | 2019-01-28 | 2023-12-26 | 中南大学 | Template construction device and construction method for visual construction of stand column |
| CN113047613A (en) * | 2021-03-30 | 2021-06-29 | 江铃汽车集团江西工程建设有限公司 | Pouring template of house support column and construction method thereof |
| CN113047613B (en) * | 2021-03-30 | 2022-07-08 | 江铃汽车集团江西工程建设有限公司 | Pouring template of house support column and construction method thereof |
| CN114319863A (en) * | 2022-02-21 | 2022-04-12 | 中铁十六局集团城市建设发展有限公司 | Basement guide wall template supporting system and construction method thereof |
| CN114991461A (en) * | 2022-07-19 | 2022-09-02 | 四川省第六建筑有限公司 | Be applied to cast-in-place wall's template reinforcing mechanism |
| CN114991461B (en) * | 2022-07-19 | 2024-04-09 | 四川省第六建筑有限公司 | Template reinforcing mechanism applied to cast-in-situ wall |
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