CN211873823U - Concrete pier platform steel form - Google Patents
Concrete pier platform steel form Download PDFInfo
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- CN211873823U CN211873823U CN201922226978.0U CN201922226978U CN211873823U CN 211873823 U CN211873823 U CN 211873823U CN 201922226978 U CN201922226978 U CN 201922226978U CN 211873823 U CN211873823 U CN 211873823U
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Abstract
The utility model discloses a concrete pier steel formwork, which comprises a pier steel formwork; pier steel form comprises panel, frame, horizontal muscle and perpendicular muscle, the panel is the major structure of rigid template, the dorsal surface of panel is equipped with frame, horizontal muscle and erects the muscle, the frame passes through the vertical horizontal limit of welded fastening connection at the panel, horizontal muscle all is in the same place through welding and panel fixed connection with perpendicular muscle, just horizontal muscle is with perpendicular muscle is vertically and horizontally alternately the form distribution. The utility model has the advantages that: this concrete mound platform steel form reasonable in design adopts this kind of steel form construction, and the template reinforcement is more firm reliable, has ensured concrete placement shaping quality, and the steel form turnover uses simultaneously, material saving, environmental protection, reduce cost.
Description
Technical Field
The utility model relates to a steel form specifically is a concrete pier steel form, belongs to construction technical field.
Background
Currently, China is in the high-speed development period of engineering construction, and the engineering industry is continuously pursuing advanced scientific and technical knowledge to achieve the aims of saving investment, shortening construction period and ensuring safety. The concrete plywood form is a form widely used at home and abroad at present. However, in the construction of irregular solid geometry with a complex structural form, the wooden form is difficult to ensure the appearance size requirement after concrete molding, and the wooden form is difficult to reinforce, so that quality problems such as mold expansion and slurry leakage are easy to occur in the construction process.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a concrete pier steel form just in order to solve above-mentioned problem.
The utility model discloses a following technical scheme realizes above-mentioned purpose: a concrete pier steel formwork comprises a pier steel formwork; pier steel form comprises panel, frame, horizontal muscle and perpendicular muscle, the panel is the major structure of rigid template, the dorsal surface of panel is equipped with frame, horizontal muscle and erects the muscle, the frame passes through the vertical horizontal limit of welded fastening connection at the panel, horizontal muscle all is in the same place through welding and panel fixed connection with perpendicular muscle, just horizontal muscle is with perpendicular muscle is vertically and horizontally alternately the form distribution.
As a further aspect of the present invention: the pier steel formwork is divided into two parts which are the same left and right, and each part consists of an upper steel formwork and a lower steel formwork which are different.
As a further aspect of the present invention: the panel is 6mm thick steel plate, and the frame is the wide steel sheet of 12mm thick 160mm and constitutes, erects the muscle for 12# channel-section steel, and horizontal muscle is 12X 120mm steel sheet.
As a further aspect of the present invention: and the panels are assembled and spliced by penetrating the frame through standard bolts.
As a further aspect of the present invention: the outside cover of pier steel form has the annular back of the body stupefied, and the stupefied 18# channel-section steel of annular back of the body.
As a further aspect of the present invention: the 200 x 300mm concrete pouring hole and the hanging ring are reserved at the topmost part of the whole shape formed by the pier steel formwork.
The utility model has the advantages that: this concrete mound platform steel form reasonable in design adopts this kind of steel form construction, and the template reinforcement is more firm reliable, has ensured concrete placement shaping quality, and the steel form turnover uses simultaneously, material saving, environmental protection, reduce cost.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic side view of the present invention;
fig. 3 is a schematic view of the top-view cross-sectional structure of the present invention.
In the figure: 1. panel, 2, frame, 3, horizontal muscle, 4, perpendicular muscle, 5, annular back of the body stupefied and 6, standard bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 3, a concrete pier steel formwork includes a pier steel formwork; pier steel form comprises panel 1, frame 2, horizontal muscle 3 and perpendicular muscle 4, panel 1 is the major structure of just template, the dorsal surface of panel 1 is equipped with frame 2, horizontal muscle 3 and erects muscle 4, frame 2 is through the vertical horizontal limit of welded fastening connection at panel 1, horizontal muscle 3 all is in the same place through welding and panel 1 fixed connection with perpendicular muscle 4, just horizontal muscle 3 is with erecting muscle 4 and move about freely and quickly the cross form and distribute.
Further, in the embodiment of the utility model provides an in, the pier steel form divide into about the same two parts, and every part comprises two upper and lower different steel forms again, divide into four steel forms that the concatenation was assembled into pier shape concrete, the construction of being convenient for to the difficult problem is consolidated to pier shape concrete forming and plank sheathing has been solved.
Further, in the embodiment of the utility model provides an in, panel 1 is the thick steel sheet of 6mm, and frame 2 is the wide steel sheet composition of the thick 160mm of 12mm, erects muscle 4 and is the 12# channel-section steel, and horizontal muscle 3 is 12 x 120mm steel sheet.
Further, in the embodiment of the utility model provides an in, all pass frame 2 through standard bolt 6 between panel 1 and assemble the concatenation, it is fixed firm difficult not hard up.
Further, in the embodiment of the utility model provides an in, the outside cover of pier steel form has the stupefied 5 of the annular back of the body, and the stupefied 5 of the annular back of the body is the 18# channel-section steel.
Further, in the embodiment of the utility model, 200X 300mm concrete placement entrance to a cave and rings are reserved to the whole shape that pier steel form constitutes topmost to make things convenient for steel form hoist and mount and concrete placement construction.
The working principle is as follows: when using this concrete pier steel form, splice the pier steel form about earlier, then splice two parts steel form about will again to pass frame 2 through standard bolt 6 and fix the concatenation department, overlap at the outside of the pier steel form that the equipment was accomplished at last has annular back of the body stupefied 5, during the use, it can to pour into through the whole shape that the pier steel form constitutes the concrete placement entrance to a cave of reserving 200 x 300mm with the concrete.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. A concrete pier steel formwork comprises a pier steel formwork; the method is characterized in that: pier steel form comprises panel (1), frame (2), horizontal muscle (3) and perpendicular muscle (4), panel (1) is the major structure of rigid template, the dorsal surface of panel (1) is equipped with frame (2), horizontal muscle (3) and erects muscle (4), frame (2) are through the vertical horizontal limit of welded fastening connection at panel (1), horizontal muscle (3) all are in the same place through welding and panel (1) fixed connection with perpendicular muscle (4), just horizontal muscle (3) are the criss-cross form with perpendicular muscle (4) and distribute.
2. The concrete pier steel form of claim 1, wherein: the pier steel formwork is divided into two parts which are the same left and right, and each part consists of an upper steel formwork and a lower steel formwork which are different.
3. The concrete pier steel form of claim 1, wherein: the panel (1) is a steel plate with the thickness of 6mm, the frame (2) is formed by steel plates with the thickness of 12mm and the width of 160mm, the vertical ribs (4) are 12# channel steel, and the transverse ribs (3) are steel plates with the thickness of 12 multiplied by 120 mm.
4. The concrete pier steel form of claim 1, wherein: the panels (1) are assembled and spliced by penetrating the frame (2) through standard bolts (6).
5. The concrete pier steel form of claim 1, wherein: the outside cover of pier steel form has annular back of the body stupefied (5), and the stupefied (5) of annular back of the body is 18# channel-section steel.
6. The concrete pier steel form of claim 1, wherein: the 200 x 300mm concrete pouring hole and the hanging ring are reserved at the topmost part of the whole shape formed by the pier steel formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922226978.0U CN211873823U (en) | 2019-12-11 | 2019-12-11 | Concrete pier platform steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922226978.0U CN211873823U (en) | 2019-12-11 | 2019-12-11 | Concrete pier platform steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211873823U true CN211873823U (en) | 2020-11-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201922226978.0U Active CN211873823U (en) | 2019-12-11 | 2019-12-11 | Concrete pier platform steel form |
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| CN (1) | CN211873823U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114260998A (en) * | 2021-12-27 | 2022-04-01 | 苏州新城万斯达住宅工业有限公司 | Formwork supporting process for preformed hole of bottom mould of concrete prefabricated part |
-
2019
- 2019-12-11 CN CN201922226978.0U patent/CN211873823U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114260998A (en) * | 2021-12-27 | 2022-04-01 | 苏州新城万斯达住宅工业有限公司 | Formwork supporting process for preformed hole of bottom mould of concrete prefabricated part |
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