CN209260568U - A kind of Thin-walled Hollow Pier slide type inner template - Google Patents
A kind of Thin-walled Hollow Pier slide type inner template Download PDFInfo
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- CN209260568U CN209260568U CN201821810953.4U CN201821810953U CN209260568U CN 209260568 U CN209260568 U CN 209260568U CN 201821810953 U CN201821810953 U CN 201821810953U CN 209260568 U CN209260568 U CN 209260568U
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Abstract
The utility model discloses a kind of Thin-walled Hollow Pier slide type inner templates, it is made of cross-section part and variable cross-section template part, it is characterized by: variable cross-section part is made of one group of general small face mould (1), adjusting mould (2), slide plate (3) and chamfering mould (4), general small face mould (1), adjusting mould (2) and slide plate (3) mutually splice in the horizontal direction or are posted by connecting composition, and general small face mould (1), adjusting mould (2) are identical with the height of slide plate (3)；Slide plate (3) is in T-shape, and the adjusting mould at left and right sides of the slide plate sticks on from inside to outside respectively on the outside plate (31) of the left and right sides of the slide plate (3).The utility model solves the problems such as frequent cutting board, Surface Quality of Concrete is poor, while practical work is gone on smoothly under the premise of meeting construction high quality demand, it is ensured that construction quality safety improves working efficiency, market popularization value with higher.
Description
Technical field
The utility model discloses a kind of Thin-walled Hollow Pier slide type inner templates, belong to hollow pier internal model plate technique
Field.
Background technique
Thin-wall Hollow Pier inner template mostly uses punching block and/or wooden model and mashed up, and cross-section is frequently with steel form, variable cross-section
Frequently with plank sheathing.
The deficiency of plank sheathing is, the valuable timber of a large amount of consumption, be unfavorable for it is environmentally protective, meanwhile, concrete appearance matter
It is poor to measure.
Punching block and wooden model have that process is tedious with mashed up use, and assembled formwork takes considerable time, frequent blanking punch plate
The deficiencies of material waste is more, and labour's consumption is big.
Summary of the invention
The utility model is in view of the above-mentioned problems, propose a kind of Thin-walled Hollow Pier slide type inner template and its installation
Method by way of in slide plate built in steel form and adjustment module, adjusts Thin-wall Hollow Pier variable cross-section using all steel template
Width dimensions variation, forms a kind of all steel internal model of Thin-walled Hollow Pier.The inner template by 2 cross-section facades and
2 variable cross-section facade compositions, technical solution are as follows:
A kind of Thin-walled Hollow Pier slide type inner template, is made of cross-section part and variable cross-section part；
Variable cross-section part is made of one group of general small face mould, adjusting mould, slide plate and chamfering mould, the small face mould, adjusting
Mould and slide plate mutually splice in the horizontal direction or are posted by connecting composition, the general small face mould, the height phase for adjusting mould and slide plate
Together；
The slide plate is in T-shape, and the adjusting mould at left and right sides of the slide plate sticks on the cunning from inside to outside respectively
On the outside plate of the left and right sides of plate.
The chamfering mould is processed using sizing angle mould by chamfering design size and angle；
The quantity for adjusting mould is increased or decreased according to sectional dimension variation.
A kind of Thin-walled Hollow Pier slide type internal model method of plate installation, including the installation of cross-section part and variable cross-section portion
Divide installation, the inner template is made of 2 cross-section facades and 2 variable cross-section facades, it is characterised in that according to the following steps
Installation:
A) the template cross-section and variable cross-section group of the cross-section part installation and variable cross-section part according to empty van full-height
Figure is closed to divide；
B) pier stud empty van concrete is combined to pour and pour in two times the requirement of position, cross-section template is installed in two times；
C) pier stud empty van concrete is combined to pour and pour in two times the requirement of position, variable cross-section template is installed in two times；
D) there is zero deflection in measurement internal model position, when there is deviation in the internal model position of measurement, moves left and right and adjusts mould until nothing
Deviation；
E) it is fixed in inside using fixed beam；
F) after the completion of the last time pours, installation next time template when, change to reduce adjusting mould according to developed width, pass through cunning
Plate carries out subtle adjustment to block gap；
G) fix drawing with pull rod and external mold.
Detailed description of the invention
Fig. 1 is the schematic diagram of Thin-wall Hollow Pier slide type inner template；
Fig. 2 is the cross-section part of Thin-wall Hollow Pier slide type inner template and the schematic diagram of variable cross-section part；
Fig. 3 is the variable cross-section segment template schematic diagram of Thin-wall Hollow Pier slide type inner template；
Fig. 4 be Thin-wall Hollow Pier slide type inner template adjusting mould connect with slide plate and slide plate schematic diagram；
Fig. 5 is that the cross-section part secondary installing of Thin-wall Hollow Pier slide type inner template splits schematic diagram；
Fig. 6 is that the variable cross-section part secondary installing of Thin-wall Hollow Pier slide type inner template splits signal schematic diagram；
In figure: the general small face mould of 1-, 2- adjust mould, 3- slide plate, 4- chamfering mould, 5- fixed cross beam
31- slide plate outside plate, the fixed vertical beam of 32-；
A, four kinds of height specifications of B, C, D- common template；
E, general four kinds of height specifications of small face mould of F, G, H, I-；
I- pours position for the first time；II- pours position for the second time.
Specific embodiment
Specific embodiment of the present utility model is described in detail with reference to the accompanying drawing.
It is required according to hollow pier design drawing, is illustrated so that variable cross-section part pier shaft gradient ratio is 80:1 as an example.That is pier
The every raising 100cm of column, pier shaft section unilateral side width reduces 1.25cm, such as the every rising 8.4m in pier shaft unilateral side concreting segment,
Width reduces 10.5cm, and 21cm is reduced in two sides altogether, therefore side installation 10cm adjusts mould, and remaining gap 11cm installs slide plate, slide plate
There is overlapping, 38cm slide plate 27cm Chong Die with side form with variable cross-section.
Template is divided into cross-section and variable cross-section two parts, sees Fig. 1.
Cross-section segment template is by common template (A, B, C, D), small a mould and chamfering mould, and totally six kinds of models form, every kind of type
Number template by being divided into the templates of tetra- kinds of height of 1.1m, 1.5m, 1.8m, 2.25m, group is carried out according to the hollow section of different height
It closes, sees Fig. 1 and Fig. 4.
Variable cross-section part is by general small face mould 1 (E, F, G, H, I), chamfering mould 4, adjusting mould 2, slide plate 3 and 5 groups of fixed cross beam
At totally 8 kinds of models, the template of every kind of model are uniformly divided into the template of tetra- kinds of height of 1.1m, 1.5m, 1.8m, 2.25m, realize not
Level hollow section form assembly, is shown in Fig. 1, Fig. 2 and Fig. 5.
The fixed cross beam 5 is fixed on described solid from inside to outside after the completion of the adjusting mould 2 is adjusted with the slide plate 3
Determine on vertical beam 32.Fixed form can be fixed by bolts.
Chamfering mould 4 is processed using sizing angle mould by chamfering design size and angle.
Cross-section part uses width for the big face die plate of 2m.
Variable cross-section part increases or decreases according to sectional dimension variation and adjusts mould 2, sees Fig. 1 and Fig. 2.
According to the requirement of variable cross-section segment template system, to adapt to different empty van height, the general small face mould 1, chamfering
The height of mould 4, adjusting mould 2 and slide plate 3 is respectively 1.1m, 1.5m, 1.8m, 2.25m.
The slide plate 3 is in T-shape, is made of outside plate 31 and fixed vertical beam 33, the adjusting positioned at 3 left and right sides of slide plate
Mould 2 sticks on from inside to outside respectively on the outside plate 31 of the left and right sides of the slide plate；The 31 width 38cm of outside plate of the slide plate 3 is thick
0.5cm is shown in Fig. 3.
The main function of slide plate 3 is: pier stud variable cross-section be it is trapezoidal, middle section can have gap, intermediate to make up gap
Slide plate 3 is placed, facilitates two sides to adjust mould 2 and moves left and right, see Fig. 3.
For example, each facade of the variable cross-section part is existed by 2 pieces of general small face moulds, 1,2 piece of adjusting mould 2 and 1 piece slide plate 3
Composition is mutually spliced or reclined to horizontal direction, and 2 pieces of chamfering moulds 4 are respectively at upper chamfering and lower chamfering.
Template is installed by taking hollow pier first segment empty van 8.4m height as an example, and main contents include the combination of template, cross-section
The installation of chamfering mould, the installation of cross-section common template, the general small face mould 1 of variable cross-section, adjust mould 2 and slide the installation of variable cross-section chamfering mould 4
The installation of plate 3.
The combination of template finds 8.4m height template cross-section group according to stencil design drawing according to the height of empty van 8.4m
Close figure, cross-section (high × wide) by A plate (2.25m × 2m), B plate (1.1m × 2m), C plate (1.8m × 2m), small a mould (2.25m ×
2m) each two pieces of compositions.It is poured in two times in conjunction with pier stud empty van concrete, therefore time-division secondary installing is installed, split line such as Fig. 4.
According to stencil design drawing, 8.4m height template variable cross-section composite figure is found, variable cross-section (high × wide) is by E plate (1.1m
× 0.483m), F plate (2.25m × 0.469m), G plate (2.25m × 0.441m), H plate (1.8m × 0.413m) and adjust mould
(1.1m × 0.2m), mould (2.25m × 0.2m) is adjusted, mould (1.8m × 0.2m) is adjusted, adjusts mould (1.1m × 0.1m), adjusts mould
(2.25m × 0.1m), mould (1.8m × 0.1m), slide plate (1.1m × 0.38m), slide plate (2.25m × 0.38m), slide plate are adjusted
(1.8m × 0.38m) composition.It is poured in two times in conjunction with pier stud empty van concrete, therefore time-division secondary installing is installed, split line such as
Fig. 5.
It should be noted that the size of the height of the variable cross-section building block, width, thickness is only to illustrate, specific
It, completely can be practical according to this according to every section empty van height of practical hollow pier inner template according to the common sense of this field when realization
Novel connecting method realizes different sizes to design.
If there is deviation in measurement review discovery internal model position, it is corrected in time with chain block, at this time with regard to because there is slide plate
In the presence of side form can control activity, greatly facilitate the correction work of template.
After the completion of a upper mould pours, when next mould template is installed, changes to reduce adjusting mould 2 according to developed width, lead to simultaneously
It crosses slide plate 3 and carries out subtle adjustment, blocked gap, be thus avoided that cutting board, ensure that the flexibility of template installation.
It is lifted by crane when installation using tower crane, hand fit is in place, will be fixed with 20 steady brace of Φ in time after installing in place horizontal
Beam 5 and external mold are carried out to fixation is drawn, and template is installed.
The utility model has the beneficial effects that
A kind of Thin-walled Hollow Pier slide type inner template of the utility model, using all steel template, by steel
Inner formwork slide plate and the mode for adjusting mould adjust the variation of Thin-wall Hollow Pier variable cross-section width dimensions, it is thin to form a kind of variable cross-section
The all steel internal model of wall hollow pier, because of its process simplicity, the duration shortens, and reduces artificial, mechanical investment.Through construction site reality
It tramples, the construction of Thin-wall Hollow Pier internal model all steel mould can satisfy construction high quality demand, solve frequent cutting board, outside concrete
The problems such as appearance quality is poor.While practical work is gone on smoothly, it is ensured that construction quality safety, improve working efficiency, have compared with
High market popularization value.
Claims (5)
1. a kind of Thin-walled Hollow Pier slide type inner template, the inner template is by cross-section part and variable cross-section template part
Composition, it is characterised in that:
The variable cross-section part is made of one group of general small face mould (1), adjusting mould (2), slide plate (3) and chamfering mould (4), described logical
Mutually splice or be posted by connecting composition, the general small face mould in the horizontal direction with small face mould (1), adjusting mould (2) and slide plate (3)
(1), it is identical with the height of slide plate (3) that mould (2) are adjusted；
The slide plate (3) is in T-shape, and the adjusting mould at left and right sides of the slide plate sticks on the slide plate from inside to outside respectively
(3) on the outside plate (31) of the left and right sides.
2. a kind of Thin-walled Hollow Pier slide type inner template according to claim 1, it is characterised in that: described general
The height dimension of small face mould (1), adjusting mould (2) and slide plate (3) sets four kinds of specifications according to 1.1m, 1.5m, 1.8m, 2.25m.
3. a kind of Thin-walled Hollow Pier slide type inner template according to claim 2, it is characterised in that: described general
The width dimensions of small face mould (1) set four kinds of specifications according to 0.413m, 0.441m, 0.469m and 0.483m, adjust the width of mould (2)
Size is 0.38m according to 0.1~0.2m, the width dimensions of slide plate (3).
4. a kind of Thin-walled Hollow Pier slide type inner template according to claim 1 or 2 or 3, it is characterised in that: institute
The quantity for stating adjusting mould (2) is increased or decreased according to sectional dimension variation.
5. a kind of Thin-walled Hollow Pier slide type inner template according to claim 1 or 2 or 3, it is characterised in that: institute
State outside plate (31) the thickness 0.5cm of slide plate (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821810953.4U CN209260568U (en) | 2018-11-05 | 2018-11-05 | A kind of Thin-walled Hollow Pier slide type inner template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821810953.4U CN209260568U (en) | 2018-11-05 | 2018-11-05 | A kind of Thin-walled Hollow Pier slide type inner template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209260568U true CN209260568U (en) | 2019-08-16 |
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ID=67559635
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|---|---|---|---|
| CN201821810953.4U Active CN209260568U (en) | 2018-11-05 | 2018-11-05 | A kind of Thin-walled Hollow Pier slide type inner template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209260568U (en) |
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2018
- 2018-11-05 CN CN201821810953.4U patent/CN209260568U/en active Active
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