CN207892237U - Chamfering formwork for pond top plate and wall joining place concreting - Google Patents
Chamfering formwork for pond top plate and wall joining place concreting Download PDFInfo
- Publication number
- CN207892237U CN207892237U CN201820178443.3U CN201820178443U CN207892237U CN 207892237 U CN207892237 U CN 207892237U CN 201820178443 U CN201820178443 U CN 201820178443U CN 207892237 U CN207892237 U CN 207892237U
- Authority
- CN
- China
- Prior art keywords
- top plate
- vertical
- joining place
- pond
- chamfering
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses the chamfering formworks for pond top plate and wall joining place concreting, it includes oblique template, the oblique template is fixed at the top of vertical form, the madial wall of the vertical form is connected with vertical baffle by square box, the bottom of the vertical form and vertical baffle is fixed with horizontal baffle, the vertical baffle is scalable and liftable mounted on the top of tripod by pull rod, and the tripod is fixedly linked with scaffold.The purpose of the utility model is to overcome the deficiencies in the prior art, meet real needs, and when providing one kind for large pool concrete construction, the chamfering formwork of pond top plate and the installation of wall joining place concrete blinding ensures concrete construction quality at chamfering.
Description
Technical field
The utility model is related to the template installing areas of bulk concrete water pool construction, and in particular to one kind is for large-scale water
When bay wall body concrete pouring construction, the template of pond top plate and wall joining place concreting.
Background technology
Currently, to the research of the concrete construction means of large pool mainly still empirically on the basis of divide
Analysis, has some mechanisms to be engaged in the research work of this respect both at home and abroad, and more or units in charge of construction are according to the experience of oneself accumulation
It is studied from qualitative.Current summary of experience is substantially directed to Miniature pool, and is concentrated mainly on structure, concrete
The research of material and mode etc., the template study of wall and top plate joining place for large pool and corresponding case
Lack.
It is only constructed when due to wall construction to below chamfering at 5 cm, therefore remainder need to construct together with top plate.In order to
Occur wedge angle or ladder-like in avoiding wall from constructing with top plate joining place in concreting, is wanted while roof plate template is installed
Chamfering formwork is installed.
Large pool concreting research both at home and abroad is opposite at present lacks, and if using for reference Other Engineering construction experience,
Many pours chamfering and all there is the case where corner breakage and rough surface crack, and traditional chamfering formwork is all by being welded on
Mode in template, dismantles template after the completion of pouring, and such tedious process simultaneously is possible to generate the chamfering poured
Damage.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, meet real needs, provide a kind of for large size
When the concrete construction of pond, the chamfering formwork of pond top plate and the installation of wall joining place concrete blinding ensures coagulation at chamfering
Native construction quality.
In order to realize above-mentioned technical characteristic, what the purpose of this utility model was realized in：For pond top plate and wall
The chamfering formwork of body joining place concreting, it includes oblique template, and the oblique template is fixed at vertical form
The madial wall at top, the vertical form is connected with vertical baffle, the bottom of the vertical form and vertical baffle by square box
It is fixed with horizontal baffle, the vertical baffle is scalable and liftable mounted on the top of tripod by pull rod, and described three
Tripod is fixedly linked with scaffold.
The position that the pull rod is contacted with vertical baffle is fixedly linked by pulling-on piece.
More steel pipes are installed between the scaffold.
The pull rod uses slip expansion bar, and adjusting bolt, the bottom of the pull rod are equipped on the extension sleeve of pull rod
Portion is sleeved on by vertical telescopic rod on the sleeve at the top of tripod, and lifting bolt is equipped on sleeve.
The top end of the oblique template is fixed with pond concrete roof template.
The cross bar and brace of the tripod are fixed on by buckle, slotting, card, bolt and nut on scaffold.
The utility model compared with prior art, have the advantage that for：It is simple in structure, it is easy to loading and unloading, it can make
The each position uniform stressed of chamfering reduces the damage to pouring building body when loading and unloading, specially：
1, the angle between oblique template and vertical formwork can be freely arranged, and can adapt to the wall for being unable to angle and top
Chamfering between plate；
2, oblique template and the length of vertical formwork can be adjusted according to the chamfering concrete size between wall and top plate
It is whole；
3, template can be moved left and right by adjusting bolt, be moved up and down by lifting bolt, compare common template,
The positioning of Angle formwork is more convenient precisely, lower compared to common templates to the status requirement of scaffold.
Description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples.
Fig. 1 is the three dimensional structure diagram of the utility model.
Fig. 2 is the mounting structure front view of the utility model.
Fig. 3 is that the utility model tripod connects local structural graph with scaffold.
In figure：1 oblique template, 2 vertical formworks, 3 lumps of wood boxes, 4 steel pipes, 5 adjusting bolts, 6 lifting bolts, 7 vertical baffles,
8 pulling-on pieces, 9 pull rods, 10 tripods, 11 cards, 12 pond top plates, 13 pond walls, 14 slotting, 15 bolts, 16 nuts, 17 screws
Nail, 18 pond concrete roof templates, 19 buckles, 20 scaffolds, 21 horizontal baffles.
Specific implementation mode
The embodiment of the utility model is described further below in conjunction with the accompanying drawings.
As shown in Figs. 1-3, it is used for the chamfering formwork of pond top plate and wall joining place concreting, it to include oblique mould
Plate 1, the oblique template 1 are fixed at the top of vertical form 2, and the madial wall of the vertical form 2 is connected by square box 3
There is a vertical baffle 7, the bottom of the vertical form 2 and vertical baffle 7 is fixed with horizontal baffle 21, and the vertical baffle 7 passes through
Pull rod 9 is scalable and liftable mounted on the top of tripod 10, and the tripod 10 is fixedly linked with scaffold 20.Vertically
Stress is carried using wooden box 3 among template 2, material had both been saved and has in turn ensured stress safety.By using above-mentioned structure energy
It is enough in pond top plate and wall joining place concreting, and can easily adjust the position of template in casting process.
Further, the position that the pull rod 9 is contacted with vertical baffle 7 is fixedly linked by pulling-on piece 8.Pass through the drawing
Bar 9 can easily be fixed vertical baffle 7, and by the pulling-on piece 8 ensure that pull rod 9 and vertical baffle 7 it
Between connection reliability.
Further, more steel pipes 4 are installed between the scaffold 20.Include foot by the steel pipe 4
The fixed effect of hand cradle 20.
Further, the pull rod 9 uses slip expansion bar, and adjusting bolt 5 is equipped on the extension sleeve of pull rod 9,
The bottom of the pull rod 9 is sleeved on by vertical telescopic rod on the sleeve at 10 top of tripod, and lifting spiral shell is equipped on sleeve
Bolt 6.It is capable of the length of adjusting yoke 9 by the slip expansion bar, and then adjusts the extension elongation of vertical form 2, in turn
Adjust the width of poured template.
Further, the top end of the oblique template 1 is fixed with pond concrete roof template 18.By described
Pond concrete roof template 18 can be used in pouring for top plate.
Further, the cross bar of the tripod 10 and brace pass through buckle 19, slotting 14, card 11, bolt 15 and spiral shell
Cap 16 is fixed on scaffold 20.It can ensure being fixedly linked for tripod 10 and scaffold 20 by using above-mentioned device.
The course of work and operation principle of the utility model：
The vertical formwork 2 and oblique template 1 are weldingly connected by the first step, pass through sub 3 stress of wooden box, wood on the inside of template
Box 3 is connected with vertical baffle 7；Vertical formwork 2, oblique template 1, lumps of wood box 3, vertical baffle 7 connect and constitute chamfering formwork
Main part；
Second step when the construction of large pool wall 13 is to pond 12 lower part of top plate, needs to install chamfering formwork, carries out pond
The chamfering concreting of 12 joining place of wall 13 and pond top plate is installed in scaffold 20 and pond concrete roof template 18
After good, a tripod 10 is formed with 3 steel pipes 4, the wherein cross bar of tripod 10 and brace passes through buckle 19, slotting 14, card
Piece 11, bolt 15 and nut 16 are fixed on scaffold 20；
Third walks, and after tripod 10 installs, the chamfering formwork that group is built up is solid by adjusting bolt 5 and lifting bolt 6
It is scheduled on tripod 10；
4th step, after chamfering formwork fixes, by adjusting bolt 5 and lifting bolt 6 to chamfering formwork carry out it is horizontal and
Vertical adjustment so that chamfering formwork is installed in place, then secured adjusted bolt 5 and lifting bolt 6, and oblique template 1
Upper end is connected by screw 17 with the template 18 of pond top plate；
5th step, chamfering formwork welds two steel pipes 4 after installing on two adjacent tripods 10, to increase entirety
Stability.
Concrete is poured into from pond wall 13, and vibrate completion concordant with pond top plate 12, concrete by the 6th step
Form removal after solidification.
Above-described embodiment is used for illustrating the utility model, rather than limits the utility model, in this practicality
In novel spirit and scope of the claims, to any modifications and changes that the utility model is made, this reality is both fallen within
With novel protection domain.
Claims (6)
1. the chamfering formwork for pond top plate and wall joining place concreting, it is characterised in that：It includes oblique template
（1）, the oblique template（1）It is fixed at vertical form（2）Top, the vertical form（2）The madial wall side of passing through
Box（3）It is connected with vertical baffle（7）, the vertical form（2）And vertical baffle（7）Bottom be fixed with horizontal baffle（21）,
The vertical baffle（7）Pass through pull rod（9）It is scalable and liftable mounted on tripod（10）Top, the tripod
（10）With scaffold（20）It is fixedly linked.
2. the chamfering formwork according to claim 1 for pond top plate and wall joining place concreting, feature
It is：The pull rod（9）With vertical baffle（7）The position of contact passes through pulling-on piece（8）It is fixedly linked.
3. the chamfering formwork according to claim 1 for pond top plate and wall joining place concreting, feature
It is：The scaffold（20）Between be installed with more steel pipes（4）.
4. the chamfering formwork according to claim 1 for pond top plate and wall joining place concreting, feature
It is：The pull rod（9）Using slip expansion bar, in pull rod（9）Extension sleeve on adjusting bolt is installed（5）, the drawing
Bar（9）Bottom tripod is sleeved on by vertical telescopic rod（10）On the sleeve at top, lifting bolt is installed on sleeve
（6）.
5. the chamfering formwork according to claim 1 for pond top plate and wall joining place concreting, feature
It is：The oblique template（1）Top end be fixed with pond concrete roof template（18）.
6. the chamfering formwork according to claim 1 for pond top plate and wall joining place concreting, feature
It is：The tripod（10）Cross bar and brace pass through buckle（19）, slotting（14）, card（11）, bolt（15）And nut
（16）It is fixed on scaffold（20）On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820178443.3U CN207892237U (en) | 2018-02-01 | 2018-02-01 | Chamfering formwork for pond top plate and wall joining place concreting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820178443.3U CN207892237U (en) | 2018-02-01 | 2018-02-01 | Chamfering formwork for pond top plate and wall joining place concreting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207892237U true CN207892237U (en) | 2018-09-21 |
Family
ID=63543550
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820178443.3U Expired - Fee Related CN207892237U (en) | 2018-02-01 | 2018-02-01 | Chamfering formwork for pond top plate and wall joining place concreting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207892237U (en) |
-
2018
- 2018-02-01 CN CN201820178443.3U patent/CN207892237U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105735625B (en) | A kind of side form support system for floor construction | |
| CN206616862U (en) | Formwork root bracing means | |
| CN207079910U (en) | A kind of steel concrete shuttering for being easy to quick form removal | |
| CN103967273A (en) | Concrete formwork supporting device for floor slab concreting | |
| CN202467187U (en) | Adjustable tool air-conditioning plate template bracket | |
| CN209837676U (en) | Building stand pours template with outside braced frame | |
| CN206128634U (en) | Air conditioner shelf and window one -piece casting template support structure that wafts | |
| CN207892237U (en) | Chamfering formwork for pond top plate and wall joining place concreting | |
| CN204212447U (en) | Door and window concrete arch lintel strengthening construction device | |
| CN207608925U (en) | Piping lane box type telescopic internal model | |
| CN212984627U (en) | Early-dismantling device for supporting formwork materials of flat plate and beam except for upright rod | |
| CN202755649U (en) | Rebar mold-supporting frame of cantilever slab | |
| CN207727978U (en) | Girderless floor bolumn cap template reinforcing device | |
| CN208884998U (en) | Outer wall mould board fixer | |
| CN210858002U (en) | Adjustable arc beam shaping formwork structure | |
| CN218952796U (en) | Adjustable kitchen and bathroom hanging die positioning and fixing device | |
| CN206902768U (en) | A kind of post-cast strip adjustable supporting | |
| CN203050095U (en) | Recoverable descending plate forming die | |
| CN202755373U (en) | Bearing platform template structure with no inward tension brace | |
| CN205134291U (en) | Large -scale steel form with adjustable | |
| CN201133075Y (en) | Combined large formwork for cast-in-place concrete wall | |
| CN203420470U (en) | Installation construction structure of short-limb shear-wall formwork supporting system | |
| CN109267750B (en) | Adjustable turnover type kitchen and bathroom reversed ridge construction process and reversed ridge mold thereof | |
| CN207377118U (en) | Agent structure increases a layer aluminum alloy mould plate jacking apparatus | |
| CN217353536U (en) | Assembled floor post-cast slab seam hangs mould construction equipment and system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180921 Termination date: 20210201 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |