CN218323892U - Concrete steel mould for building construction - Google Patents
Concrete steel mould for building construction Download PDFInfo
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- CN218323892U CN218323892U CN202222393725.4U CN202222393725U CN218323892U CN 218323892 U CN218323892 U CN 218323892U CN 202222393725 U CN202222393725 U CN 202222393725U CN 218323892 U CN218323892 U CN 218323892U
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- angle steel
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- side form
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Abstract
The utility model discloses a concrete steel mould for construction, at two first angle steel of the both sides welding of the vertical direction of side form board, the steel mould of a rectangle form is constituteed to four side form boards, and four second angle steel are arranged in four edges of steel mould, the both sides limit of every second angle steel all sets up a third angle steel through bolt and the first angle steel fixed connection on corresponding two templates at the upper and lower both ends of every side form board, and a side of third angle steel is vertical pegs graft on the side form board, and the opposite side limit of third angle steel corresponds and flushes mutually with the up end of side form board or terminal surface down, through bolt fixed connection between third angle steel and the side form board. The utility model provides a third angle steel forms the combination turn-ups of steel mould, and third angle steel is detachable construction, and when the emergence had the deformation condition before transportation or use, directly with the third angle steel change of deformation can for guarantee the roughness of stack combination steel mould junction, avoid because the cooperation unevenness takes place to rise the mould and leak thick liquid phenomenon.
Description
The technical field is as follows:
the utility model relates to a concrete steel mould for construction.
Background art:
the steel form is convenient for the stack combination to use, need set up the turn-ups in the upper and lower both sides of steel form in the steel form, current turn-ups and side form integrated into one piece, perhaps weld the angle steel and form on the side form, the structure is undetachable, in the side form transportation, very easily because cause turn-ups deformation, bring the most direct influence after the turn-ups deformation when just the steel form adds the combination, the laminating that two adjacent steel forms can not be fine, then lead to combining the department and receive can take place to rise the mould under the lateral pressure of concrete and leak thick liquid phenomenon, thereby can influence the construction quality of frame post, the extension construction cycle.
The invention content is as follows:
the utility model relates to a solve the problem that above-mentioned prior art exists and provide a concrete steel mould for construction.
The utility model discloses the technical scheme who adopts has:
the utility model provides a concrete steel form for construction, includes side form, first angle steel, second angle steel and third angle steel, at two first angle steels of the both sides welding of the vertical direction of side form, the steel mould of a rectangle form is constituteed to four side forms, and four second angle steels are arranged in four edges of steel mould, the both sides limit of every second angle steel through bolt and the first angle steel fixed connection on corresponding two formworks, all set up a third angle steel at the upper and lower both ends of every side form, the vertical grafting of a side of third angle steel is on the side form, the opposite side limit of third angle steel corresponds and flushes mutually with the up end of side form or terminal surface down, through bolt fixed connection between third angle steel and the side form.
Further, be equipped with a plurality of vertical fossil fragments of arranging on the outer wall of side form, all be equipped with a step face in the inboard of fossil fragments top and bottom, after fossil fragments and side form welding, form an inserting groove between the outer wall of step face on the fossil fragments and side form, a side of third angle steel is vertical pegs graft in the inserting groove, and another side level of third angle steel arranges.
Furthermore, a plurality of fixing plates are welded between two side edges of the third angle steel, and after the third angle steel is inserted into the insertion groove, the fixing plates are fixedly connected with the keels at the corresponding positions through bolts.
Furthermore, the length of the side edge which is mutually inserted with the keel in the two side edges of the third angle steel is smaller than that of the other side edge.
Furthermore, a plurality of horizontal pulling plates which are arranged in a layered mode are welded on the outer walls of the side templates, after the four side templates form a steel die, the pulling plates on the adjacent side templates are fixedly connected through a pulling rod.
Furthermore, angle irons are welded on the pull plates, the pull rods are screw rods, and the pull rods penetrate through the angle irons.
The utility model discloses following beneficial effect has:
1) The utility model provides a third angle steel forms the combination turn-ups of steel mould, and third angle steel is detachable construction, and when the emergence had the deformation condition before transportation or use, directly with the third angle steel change of deformation can for guarantee the roughness of stack combination steel mould junction, avoid because the cooperation unevenness takes place to rise the mould and leak thick liquid phenomenon.
2) The connection of adjacent side form is realized with the cooperation of first angle steel and second angle steel, and finally the installation forms the steel mould after, forms a second angle steel and two first angle steels in every corner of steel mould, and the intensity of corner is guaranteed in the assembly of corner to three angle steel, continues to avoid taking place to rise the mould and leaks the thick liquid phenomenon, guarantees the leakproofness.
Description of the drawings:
fig. 1 is a structural diagram of the present invention.
FIG. 2 is an assembly drawing of a third angle steel with sideforms.
FIG. 3 is an enlarged view of the assembly among the sideforms, the first angle steel, the second angle steel and the third angle steel.
FIG. 4 is an assembly view of the first and second angles at the corners of the steel die.
Fig. 5 is a partial structural view of a steel mold.
The specific implementation mode is as follows:
the present invention will be further described with reference to the accompanying drawings.
As shown in fig. 1 to 5, the utility model relates to a concrete steel form for construction, including side form 1, first angle steel 2, second angle steel 3 and third angle steel 4, at two first angle steels 2 of the both sides welding of 1 vertical direction of side form, first angle steel 2 is vertical to be arranged, the steel mould of a rectangle form is constituteed to four side forms 1, four edges of steel mould are arranged in to four second angle steels 3, the both sides limit of every second angle steel 3 through the bolt with correspond 2 fixed connection of first angle steel on two templates 1. First angle steel 2 laminates with second angle steel 3 each other, and the side form 1 with first angle steel 2 fixed connection also corresponds and laminates mutually with second angle steel 3 (as figure 4). The connection of adjacent side form is realized with the cooperation of first angle steel and second angle steel, and finally the installation forms the steel mould after, forms a second angle steel and two first angle steels in every corner of steel mould, and the intensity of corner is guaranteed in the assembly of corner to three angle steel, continues to avoid taking place to rise the mould and leaks the thick liquid phenomenon, guarantees the leakproofness.
All set up a third angle steel 4 at every side form 1's upper and lower both ends, the vertical grafting of a side of third angle steel 4 is on side form 1, and the opposite side of third angle steel 4 corresponds and flushes mutually with the up end of side form 1 or terminal surface down, through bolt fixed connection between third angle steel 4 and the side form 1. Through the combination turn-ups of third angle steel formation steel mould, third angle steel is detachable construction, takes place before transportation or use when having the deformation condition, directly with the third angle steel change of deformation can for guarantee the roughness of stack combination steel mould joint department, avoid because the cooperation unevenness and take place to rise the mould and leak thick liquid phenomenon.
In order to insert the third angle steel 4 on the side template 1, a plurality of vertically arranged keels 11 are arranged on the outer wall of the side template 1, the keels 11 are directly welded on the side template 1, step surfaces 12 are arranged on the top end and the inner side of the bottom end of each keel 11, and after the keels 11 are welded with the side template 1, an insertion groove is formed between the step surfaces 12 on the keels 11 and the outer wall surface of the side template 1. A side of the third angle steel 4 is vertically inserted into the insertion groove, the other side of the third angle steel 4 is horizontally arranged, and after the third angle steel 4 is inserted into the insertion groove, the third angle steel 4 is attached to the top end face or the bottom end face of the keel 11. Set up fossil fragments 11 on side form 1, can increase side form 1's intensity, the inserting groove is direct through setting up step surface 12 formation on fossil fragments 11, does not occupy extra space, and need not to add unnecessary structure, and the third angle steel 4 as long as insert reuse bolt fastening can, the loading and unloading is very convenient.
In order to facilitate the connection and fixation of the third angle steel 4 and the keel 11, a plurality of fixing plates 41 are welded between two side edges of the third angle steel 4, and after the third angle steel 4 is inserted into the insertion groove, the fixing plates 41 are fixedly connected with the keel 11 at the corresponding position through bolts.
After fixing third angle steel 4 and side form 1, the outer terminal surface of third angle steel 4 corresponds and flushes mutually with the up end of side form 1 or terminal surface down, because the utility model discloses be provided with first angle steel 2 in the both sides of template 1, for avoiding first angle steel 2 to interfere the installation of third angle steel 4, the side length of pegging graft each other with fossil fragments 11 in two sides of third angle steel 4 is less than the length of another side, and two sides of third angle steel 4 are terminal to form a step from this for dodge first angle steel 2.
In order to further avoid the phenomenon of mold expansion of the combined steel mold, a plurality of horizontal and layered pulling plates 5 are welded on the outer wall of the side mold plate 1, angle irons 51 are welded at two ends of each pulling plate 5, and after the steel mold is formed by four side mold plates 1, the angle irons 51 on the adjacent side mold plates 1 are fixedly connected through a pull rod 6. The pull rod 6 is a screw rod, and nuts are connected to two ends of the bolt in a threaded mode.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, several modifications can be made without departing from the principle of the present invention, and these modifications should also be regarded as the protection scope of the present invention.
Claims (6)
1. The utility model provides a concrete steel mould for construction which characterized in that: including side form (1), first angle steel (2), second angle steel (3) and third angle steel (4), two first angle steel (2) of both sides welding in side form (1) vertical direction, the steel mould of a rectangle form is constituteed in four side form (1), and four second angle steel (3) are arranged in four edges of steel mould, the both sides limit of every second angle steel (3) pass through bolt and first angle steel (2) fixed connection on corresponding two forms (1), all sets up a third angle steel (4) at the upper and lower both ends of every side form (1), and a side of third angle steel (4) is vertical pegs graft on side form (1), and the opposite side of third angle steel (4) corresponds and flushes with the up end or the terminal surface down of side form (1) mutually, through bolt fixed connection between third angle steel (4) and side form (1).
2. A concrete steel form for construction use as claimed in claim 1, wherein: be equipped with fossil fragments (11) of a plurality of vertical arrangements on the outer wall of side form (1), all be equipped with one step face (12) on fossil fragments (11) top and the inboard of bottom, after fossil fragments (11) and side form (1) welding, form a spliced groove between step face (12) on fossil fragments (11) and the outer wall of side form (1), the vertical grafting of a side of third angle steel (4) is in the spliced groove, and another side level of third angle steel (4) arranges.
3. A concrete steel form for construction according to claim 2, wherein: a plurality of fixing plates (41) are welded between two side edges of the third angle steel (4), the third angle steel (4) is inserted into the insertion groove, and the fixing plates (41) are fixedly connected with the keels (11) at the corresponding positions through bolts.
4. A concrete steel form for construction according to claim 2, wherein: the length of the side edge which is mutually inserted with the keel (11) in the two side edges of the third angle steel (4) is less than that of the other side edge.
5. A concrete steel form for construction use as claimed in claim 1, wherein: the outer wall of each side template (1) is welded with a plurality of pull plates (5) which are horizontally arranged in a layered mode, after the four side templates (1) form a steel die, the pull plates (5) on the adjacent side templates (1) are fixedly connected through a pull rod (6).
6. A concrete steel form for construction according to claim 5, wherein: the angle iron (51) is welded on the pull plate (5), the pull rod (6) is a screw rod, and the pull rod (6) is connected to the angle iron (51) in a penetrating mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222393725.4U CN218323892U (en) | 2022-09-09 | 2022-09-09 | Concrete steel mould for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222393725.4U CN218323892U (en) | 2022-09-09 | 2022-09-09 | Concrete steel mould for building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218323892U true CN218323892U (en) | 2023-01-17 |
Family
ID=84834583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222393725.4U Active CN218323892U (en) | 2022-09-09 | 2022-09-09 | Concrete steel mould for building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218323892U (en) |
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2022
- 2022-09-09 CN CN202222393725.4U patent/CN218323892U/en active Active
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