CN201872231U - Adjustable composite steel mold - Google Patents
Adjustable composite steel mold Download PDFInfo
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- CN201872231U CN201872231U CN2010205032241U CN201020503224U CN201872231U CN 201872231 U CN201872231 U CN 201872231U CN 2010205032241 U CN2010205032241 U CN 2010205032241U CN 201020503224 U CN201020503224 U CN 201020503224U CN 201872231 U CN201872231 U CN 201872231U
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Abstract
The utility model discloses an adjustable composite steel mold comprising two outer mold plates, two inner mold steel plates, two end mold steel plates, a composite outer mold clamp and a composite inner mold clamp, wherein the two outer mold plates are respectively arranged at the outer sides of the two inner mold steel plates; the two end mold steel plates are respectively arranged at two ends of the two outer mold plates and two ends of the two inner mold steel plates; the composite outer mold clamp is clamped between the outer side surfaces of the two outer mold plates; the composite inner mold clamp is clamped between the inner side surfaces of the two inner mold steel plates; the composite inner mold clamp and the composite outer mold clamp respectively consist of two inner mold clamps and two outer mold clamps; in addition, the two inner mold clamps are fixedly connected with each other at an adjustable interval and the two outer mold clamps are also fixedly connected with each other at an adjustable interval. The assembly of the adjustable composite steel mold can be adjusted according to the size of a concrete member, therefore, the reuse is realized and the purposes of reducing the cost and improving the economic benefit are achieved.
Description
Technical field
The utility model belongs to architectural engineering steel mold field, refers in particular to relate to a kind of steel mold that makes up adjustable type.
Background technology
Usually, the production of concrete member in the architectural engineering as gutter board member etc., mostly need according to the difference of mold materials, can be divided into variety classeses such as wooden model, clay model, punching block by the moulding effect of mould.Making mostly of existing mold sets moulding according to the concrete scantling is disposable with each sheet material, therefore can only be used to produce the concrete member of same size, different as required concrete scantling, just must realize by a plurality of moulds, and thereby mould is owing to set moulding and be difficult to be repeatedly used, so there are problems such as material is wasted in a large number, cost height; And, even mould is realized repeated use partly by dismounting, also be time-consuming taking a lot of work, economic benefit is low, is unfavorable for industrial production.
In view of this, the inventor furthers investigate the structure of concrete member steel mold, and this case produces thus.
The utility model content
The purpose of this utility model is to provide a kind of adjustable type combined steel tool, and it is adjustable that the setting of mould can be carried out according to the concrete scantling, thereby realizes being repeatedly used the purpose that reduces cost, increases economic efficiency to reach.
In order to reach above-mentioned purpose, solution of the present utility model is:
A kind of adjustable type combined steel tool comprises two exterior sheathings, two internal mold steel plates, two end mould steel plates, combination external mold card and combined inner mold card; Two exterior sheathings are located at the two internal mold steel plates outside, and two end mould steel plates are located at two exterior sheathings and two internal mold steel plate two ends respectively, and combination external mold card is fastened between two exterior sheathing lateral surfaces, and the combined inner mold card is fastened between two internal mold steel plate medial surfaces; Combination inner membrance card, combination external mold card are made up of two inner membrance cards, two adventitia cards respectively, between this two internal molds card, all adopt the adjustable affixed mode of mutual spacing to connect between two external mold cards.
Above-mentioned two external mold cards are installed in respectively on the lateral surface of two exterior sheathings that correspondence holds, and above-mentioned two internal mold cards are installed in respectively on the medial surface of the two internal mold steel plates that correspondence holds.
Adjustable affixed mode between above-mentioned two internal mold cards, between two external mold cards is provided with a plurality of bolts hole of establishing for the bolt spiral shells side by side for corresponding respectively on two internal mold cards, two external mold cards.
Above-mentioned two exterior sheathings divide outer lamina membranacea of high rib and low rib exterior sheathing, and two external mold cards are the T type structure of being made up of a horizontal part and a vertical portion, and this two external molds card divides high rib external mold card and low rib external mold card; The horizontal part of high rib external mold card is an angle steel, and the vertical portion is held in high rib exterior sheathing lateral surface, and the horizontal part of low rib external mold card is a channel-section steel, and the vertical portion is held in the low rib exterior sheathing outside; Respectively be provided with a plurality of bolts hole on described angle steel and the channel-section steel, adjustable when affixed channel-section steel place the angle steel top.
Above-mentioned two exterior sheathings divide outer lamina membranacea of high rib and low rib exterior sheathing, and two inner membrance cards are the π type structure of being made up of a horizontal part and two longitudinal parts, and this two inner membrances card divides high rib internal mold card and low rib internal mold card; The horizontal part of high rib internal mold card is an angle steel, and a described high rib exterior sheathing and a corresponding internal mold steel plate are held in two longitudinal parts of high rib internal mold card; The horizontal part of low rib internal mold card is a channel-section steel, and described low rib exterior sheathing and another corresponding internal mold steel plate are held in two longitudinal parts of low rib internal mold card; Respectively be provided with a plurality of bolts hole on described angle steel and the channel-section steel, adjustable when affixed channel-section steel place the angle steel top.
Above-mentioned two exterior sheathings are made up of two channel-section steels and two steel plates that are welded on the two channel-section steel limits, also are installed with a plurality of short steel plates between two channel-section steels.
After adopting said structure, between two internal mold cards of the utility model adjustable type combined steel tool, all adopt the adjustable affixed mode of mutual spacing to connect between two external mold cards, promptly as long as utilize combination inner membrance card, combination external mold card holds the adjustment of spacing to two exterior sheathings and two internal mold steel plates, just can satisfy the size of the required corresponding steel mold of different size concrete member easily, and with existing steel mold difference, steel mold of the present utility model no longer is that one sets moulding, so can realize repeatedly reusing, therefore, not only efficiently save material, cost, and improved production efficiency and economic benefit.
Description of drawings
Fig. 1 is the vertical view that the utility model is installed back one preferred embodiment;
Fig. 1-the 1st, the A-A of Fig. 1 is to cutaway view;
Fig. 2 is the structural representation of the utility model one external mold card;
Fig. 3 is the combination assumption diagram of the utility model two external mold cards;
Fig. 3-the 1st, the B-B of Fig. 3 is to cutaway view;
Fig. 4 is the structural representation of the utility model one inner membrance card;
Fig. 5 is the combination assumption diagram of the utility model two internal mold cards;
Fig. 6 is the three-dimensional structure diagram of exterior sheathing;
Fig. 6-the 1st, the C-C of Fig. 6 is to cutaway view.
Label declaration
Low rib exterior sheathing 12 channel-section steels 13
Internal mold steel plate 2 end mould steel plates 3
Combination adventitia card 4 high rib external mold cards 41
Low rib adventitia card 42 combined inner mold cards 5
High rib inner membrance card 51 low rib inner membrance cards 52
The specific embodiment
In order further to explain the technical solution of the utility model, the utility model is elaborated below by specific embodiment.
Be depicted as a kind of adjustable type combined steel tool of the present utility model as Fig. 1, Fig. 1-1, comprise two exterior sheathings 1, two internal mold steel plates 2, two end mould steel plates 3, combination external mold card 4 and combined inner mold card 5, two exterior sheathings 1 are located at two internal mold steel plates, 2 outsides, two end mould steel plates 3 lay respectively at two exterior sheathings 1 and two internal mold steel plates, 2 two ends, combination external mold card 4 is fastened between two exterior sheathings, 1 lateral surface, and combined inner mold card 5 is fastened between two internal mold steel plates, 2 medial surfaces.
Combination external mold card 4, combination inner membrance card 5 are made up of two adventitia cards 41,42, two inner membrance cards 51,52 respectively, more firm in order to make by two exterior sheathings 1, two internal mold steel plates 2, combination external mold card 4 and the fixing back of combined inner mold card 5 assemblings institute forming mould, described two external mold cards 41,42 can be installed in respectively on the lateral surface of two exterior sheathings 1 that correspondence holds, and two internal mold cards 51,52 can be installed in respectively on the medial surface of the two internal mold steel plates 2 that correspondence holds.
41,42 on the utility model two external mold cards, 51,52 on two internal mold cards all adopt the adjustable affixed mode of mutual spacing to connect, as its a kind of embodiment, as shown in Figure 1, each correspondence is provided with a plurality of bolts hole 8 that supply the bolt spiral shell to establish side by side on two external mold cards 41,42 and two internal mold cards 51,52, certainly, be not limited only to this mode, as long as can reach adjustable affixed.
During enforcement, two exterior sheathings 1 have been established at first on the ground, two internal mold steel plates 2, with two external mold cards 41,42 are held between two exterior sheathings, 1 lateral surface, and with two internal mold cards 51,52 are held between two internal mold steel plates, 2 medial surfaces, mix up two exterior sheathings 1 of required concrete member correspondence, after the spacing of two inner membrance steel plates 2, again respectively with two external mold cards 41, reach two internal mold cards 51 on 42, the bolt hole 8 bolt bolting that each correspondence is complementary on 52, the two end mould steel plates 3 that will adapt are at last installed two exterior sheathings 1 respectively, on the position of two inner membrance steel plates, 2 opposite ends, thus, finish the moulding that sets of required steel mold, if will regulate the steel mold size, only the need bolt is opened the bolt in the bolt hole 8, after waiting to regulate desired spacing, the spiral shell bolt hole 8 of establishing corresponding coupling gets final product again.Therefore, the utility model can satisfy the size of the required corresponding steel mold of different size concrete member easily, and with existing steel mold difference, steel mold no longer is that one sets moulding, so can realize repeatedly reusing.Steel mold of the present utility model can be applied in the production of multiple concrete member, and this case adopts the gutter plate as a preferred embodiment, illustrates the specific embodiment of the present utility model.
Shown in Fig. 1, Fig. 1-1, according to the height structure at gutter plate two ends, outer lamina membranacea 11 of 1 fen high rib of described two exterior sheathings and low rib exterior sheathing 12.Shown in Fig. 6, Fig. 6-1, outer lamina membranacea 11 height H of this high rib are 400 millimeters, and low rib exterior sheathing 12 highly is 240 millimeters; Exterior sheathing 1 is made up of two channel-section steels 13 and two steel plates 14 that are welded on two channel-section steels, 13 limits, in order to strengthen fastness, also is installed with a plurality of short steel plate (not shown)s in 13 in two channel-section steels.
Shown in Fig. 2, Fig. 3, Fig. 3-1,4 fens high rib external mold cards 41 of combination external mold card and low rib external mold card 42, this two external molds card 41,42 is a T type structure, can reinforce with steel bar between its horizontal part and vertical portion.The vertical portion of high rib external mold card 41 is held in high rib exterior sheathing 11 lateral surfaces, and the vertical portion of low rib external mold card 42 is held in low rib exterior sheathing 12 lateral surfaces.The horizontal part of this high rib external mold card 41 is an angle steel 6, and the horizontal part of low rib external mold card 42 is a channel-section steel 7, respectively is provided with a plurality of bolts hole 8 side by side on described angle steel 6 and the channel-section steel 7.Fig. 3, Fig. 3-1 provided the winding mode of a kind of angle steel 6 and channel-section steel 7, and angle steel adopts 63 bugle steel, and channel-section steel adopts No. 5 channel-section steels, and the aperture of a plurality of bolts hole 8 is 13 millimeters on angle steel 6, the channel-section steel 7, adjustable when affixed described angle steel 6 place the top of channel-section steel 7.
As Fig. 4, Fig. 5 and in conjunction with shown in Fig. 1-1,5 fens high rib internal mold cards 51 of described combined inner mold card and low rib internal mold card 52, the π type structure that this two inner membrances card 51,52 is tool one horizontal part and two longitudinal parts.The horizontal part of this high rib internal mold card 51 is an angle steel 6, and a described high rib exterior sheathing 11 and a corresponding internal mold steel plate 2 are held in two longitudinal parts of high rib internal mold card 51; The horizontal part of low rib internal mold card 52 is a channel-section steel 7, and described low rib exterior sheathing 12 and another corresponding internal mold steel plate 2 are held in two longitudinal parts of low rib internal mold card 52; Respectively be provided with a plurality of bolts hole 8 side by side on described angle steel 6 and the channel-section steel 7, the winding mode of angle steel 6 and channel-section steel 7 is described with the front.
When gutter slab mould was specifically implemented, the spacing that high and low rib exterior sheathing is 11,12 will be determined according to the width of required gutter plate bottom surface, and the concrete operations step is described with the front, no longer elaborates here.
The foregoing description and graphic and non-limiting product form of the present utility model and style, any person of an ordinary skill in the technical field all should be considered as not breaking away from patent category of the present utility model to its suitable variation or modification of doing.
Claims (6)
1. an adjustable type combined steel tool is characterized in that, comprises two exterior sheathings, two internal mold steel plates, two end mould steel plates, combination external mold card and combined inner mold card; Two exterior sheathings are located at the two internal mold steel plates outside, and two end mould steel plates are located at two exterior sheathings and two internal mold steel plate two ends respectively, and combination external mold card is fastened between two exterior sheathing lateral surfaces, and the combined inner mold card is fastened between two internal mold steel plate medial surfaces; Combination inner membrance card, combination external mold card are made up of two inner membrance cards, two adventitia cards respectively, between this two internal molds card, all adopt the adjustable affixed mode of mutual spacing to connect between two external mold cards.
2. a kind of adjustable type combined steel tool as claimed in claim 1 is characterized in that, above-mentioned two external mold cards are installed in respectively on the lateral surface of two exterior sheathings that correspondence holds, and above-mentioned two internal mold cards are installed in respectively on the medial surface of the two internal mold steel plates that correspondence holds.
3. a kind of adjustable type combined steel tool as claimed in claim 1 is characterized in that, the adjustable affixed mode between above-mentioned two internal mold cards, between two external mold cards is provided with a plurality of bolts hole of establishing for the bolt spiral shells side by side for corresponding respectively on two internal mold cards, two external mold cards.
4. as each described a kind of adjustable type combined steel tool of claim 1-3, it is characterized in that, above-mentioned two exterior sheathings divide outer lamina membranacea of high rib and low rib exterior sheathing, and two external mold cards are the T type structure of being made up of a horizontal part and a vertical portion, and this two external molds card divides high rib external mold card and low rib external mold card; The horizontal part of high rib external mold card is an angle steel, and the vertical portion is held in high rib exterior sheathing lateral surface, and the horizontal part of low rib external mold card is a channel-section steel, and the vertical portion is held in the low rib exterior sheathing outside; Respectively be provided with a plurality of bolts hole side by side on described angle steel and the channel-section steel.
5. as each described a kind of adjustable type combined steel tool of claim 1-3, it is characterized in that, above-mentioned two exterior sheathings divide outer lamina membranacea of high rib and low rib exterior sheathing, and two inner membrance cards are the π type structure of being made up of a horizontal part and two longitudinal parts, and this two inner membrances card divides high rib internal mold card and low rib internal mold card; The horizontal part of high rib internal mold card is an angle steel, and a described high rib exterior sheathing and a corresponding internal mold steel plate are held in two longitudinal parts of high rib internal mold card; The horizontal part of low rib internal mold card is a channel-section steel, and described low rib exterior sheathing and another corresponding internal mold steel plate are held in two longitudinal parts of low rib internal mold card; Respectively be provided with a plurality of bolts hole side by side on described angle steel and the channel-section steel.
6. as each described a kind of adjustable type combined steel tool of claim 1-3, it is characterized in that above-mentioned two exterior sheathings are made up of two channel-section steels and two steel plates that are welded on the two channel-section steel limits, also are installed with a plurality of short steel plates between two channel-section steels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205032241U CN201872231U (en) | 2010-08-19 | 2010-08-19 | Adjustable composite steel mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205032241U CN201872231U (en) | 2010-08-19 | 2010-08-19 | Adjustable composite steel mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201872231U true CN201872231U (en) | 2011-06-22 |
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ID=44160164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205032241U Expired - Fee Related CN201872231U (en) | 2010-08-19 | 2010-08-19 | Adjustable composite steel mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201872231U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103252832A (en) * | 2013-05-20 | 2013-08-21 | 中国地质大学（武汉） | Circular miniature slide-resistant pile die with adjustable height and adjustable sectional area |
| CN110238937A (en) * | 2018-03-09 | 2019-09-17 | 任丘市永基建筑安装工程有限公司 | Large-scale gusset mold superimposed sheet production technology |
-
2010
- 2010-08-19 CN CN2010205032241U patent/CN201872231U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103252832A (en) * | 2013-05-20 | 2013-08-21 | 中国地质大学（武汉） | Circular miniature slide-resistant pile die with adjustable height and adjustable sectional area |
| CN110238937A (en) * | 2018-03-09 | 2019-09-17 | 任丘市永基建筑安装工程有限公司 | Large-scale gusset mold superimposed sheet production technology |
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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: 20110622 Termination date: 20180819 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |