CN212835438U - Simple angle steel inner supporting member of combined steel die - Google Patents
Simple angle steel inner supporting member of combined steel die Download PDFInfo
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- CN212835438U CN212835438U CN202021028378.XU CN202021028378U CN212835438U CN 212835438 U CN212835438 U CN 212835438U CN 202021028378 U CN202021028378 U CN 202021028378U CN 212835438 U CN212835438 U CN 212835438U
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Abstract
The utility model relates to a combination steel mould correlation technique field specifically is a simple and easy angle steel internal stay component of combination steel mould, including first-order template and second grade template, the plate body structure of first-order template and second grade template is the same, and its size is identical, and supports through the angle steel internal stay between first-order template and the second grade template, and carries out the auxiliary fixation through screw rod and fixation nut between angle steel internal stay and first-order template, the second grade template, and the outside surface of first-order template and second grade template all supports fixedly through bearing structure, all seted up the mounting hole on the plate body of first-order template and second grade template; through setting up the angle steel internal stay structure that constitutes by girder, one-level spacing roof beam and second grade spacing roof beam to come to carry out the position to one-level template and second grade template and inject through the angle steel internal stay structure, thereby be convenient for follow-up installer to fix the plate body position of one-level template and second grade template, avoid traditional mounting means to the fixed degree of difficulty of template height, and the poor problem of location effect.
Description
Technical Field
The utility model relates to a relevant technical field of combination steel mould specifically is a simple and easy angle steel internal stay component of combination steel mould.
Background
The highway is constructed according to the national technical standard and is approved by the highway administration department, and comprises highways, first-level highways, second-level highways, third-level highways and fourth-level highways, but does not comprise lanes naturally formed in the field or the countryside. Mainly used for driving automobiles and provided with certain technical standards and facilities, and the highway is constructed in order to ensure that the highway is not deformed when the automobiles are pressed when in driving and ensure that the soil at the bottom of the roadbed can not run off at the two sides of the road surface, the concrete slope protection structures are built on two sides of the road surface firstly, but because the concrete slope protection is used for controlling the consumption of concrete and ensuring the integral strength of the concrete slope protection, the steel mould is usually designed into a parallelogram structure, but the design of the cross section of the steel mould in a parallelogram structure not only causes that the construction of the angle iron internal support of the steel mould before the slope protection pouring is very difficult when being erected, but also has lower construction precision, thereby it is great to lead to its angular deviation of the slope protection structure of pouring to influence the actual strength of bank protection, for this, the utility model provides a simple and easy angle steel internal stay component of combination steel mould is used for solving above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a simple and easy angle steel internal stay component of combination steel mould to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a simple and easy angle steel internal stay component of combination steel mould, includes one-level template and second grade template, the plate body structure of one-level template and second grade template is the same, and its size is identical, and supports through propping in the angle steel between one-level template and the second grade template, and supports fixedly through screw rod and fixation nut between angle steel internal stay and one-level template, the second grade template, and the outside surface of one-level template and second grade template all supports fixedly through bearing structure, the mounting hole has all been seted up on the plate body of one-level template and second grade template, and its mounting hole all is mutually perpendicular with the face that corresponds the template on the two, and the structural mounting hole of two plate bodies sets up for the coaxial line, and its mounting hole equidistant correspondence on one-level template and second grade template is provided with the multiunit.
Preferably, the cross sections of the plate bodies of the first-stage template and the second-stage template are parallelogram, and the upper side and the lower side of the plate bodies are flush with the horizontal plane.
Preferably, the angle steel internal stay comprises girder, the spacing roof beam of one-level and the spacing roof beam of second grade, girder, the spacing roof beam of one-level and the spacing roof beam of second grade are the angle steel, and be parallel arrangement between spacing roof beam of one-level and the spacing roof beam of second grade, and the turning of its two angle steel structures sets up for dorsad, and be fixed welding between the three of them, and the angle steel internal stay is when actual setting, the lower surface and the one-level template of girder, the last side parallel and level of second grade template set up, and the setting of laminating mutually by the inboard surface of leaning on of the outside surface and one-level template of the spacing roof beam of one-level, and the setting of laminating mutually by the inboard surface of the outside surface and second grade.
Preferably, the screw rod is a steel pole, and the both ends of its body of rod are provided with the external screw thread structure, and the external screw thread at its both ends is structural installs fixation nut, fixation nut is structural to be provided with four altogether at single screw rod, and it divides into two sets ofly altogether, and both sides respectively are provided with a set ofly, and when it is fixed, and the steel matter lateral wall fixed clamp of the fixation nut structure with template and spacing roof beam of organizing together is in the same place.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the angle steel inner supporting structure consisting of the main beam, the primary limiting beam and the secondary limiting beam is arranged, so that the primary template and the secondary template are limited in position through the angle steel inner supporting structure, subsequent installation personnel can fix the plate body positions of the primary template and the secondary template conveniently, and the problems that the template fixing difficulty is high and the positioning effect is poor in the traditional installation mode are solved;
2. and through set up the mounting hole mutually perpendicular with template body surface respectively on the plate body of one-level template and second grade template to come to carry out further fixed to one-level template and second grade template position through screw rod and fixation nut, thereby improve its stability, make things convenient for follow-up reinforcing support to one-level template and second grade template through bearing structure.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of the structure at A in FIG. 1;
fig. 3 is a side view of the present invention;
FIG. 4 is a schematic view of the structure of the inner support of the angle iron of the present invention;
fig. 5 is a schematic view of the screw structure of the present invention.
In the figure: the steel plate formwork comprises a first-stage formwork 1, a second-stage formwork 2, an angle steel inner support 3, a screw rod 4, a main beam 5, a first-stage limiting beam 6, a second-stage limiting beam 7 and a fixing nut 8.
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. 1-5, the present invention provides a technical solution: the utility model provides a stay component in simple and easy angle steel of combination steel mould, including one-level template 1 and second grade template 2, the plate body structure of one-level template 1 and second grade template 2 is the same, and its size is identical, and prop 3 through the angle steel in between one-level template 1 and the second grade template 2 and support, and prop 3 and one-level template 1 in the angle steel, it is supplementary fixed with fixation nut 8 through screw rod 4 between the second grade template 2, and the outside surface of one-level template 1 and second grade template 2 all supports fixedly through bearing structure, the mounting hole has all been seted up on the plate body of one-level template 1 and second grade template 2, and it is all perpendicular with the face that corresponds the template on both, and the structural mounting hole of two plate bodies sets up for the coaxial line, and its mounting hole equidistant correspondence is provided with the multiunit on one-level template 1 and second grade template.
Furthermore, the sections of the plate bodies of the first-stage template 1 and the second-stage template 2 are parallelogram, and the upper and lower side edges of the plate bodies are parallel to the horizontal plane;
further, the angle steel inner support 3 is composed of a main beam 5, a first-level limiting beam 6 and a second-level limiting beam 7, the main beam 5, the first-level limiting beam 6 and the second-level limiting beam 7 are angle steels, the first-level limiting beam 6 and the second-level limiting beam 7 are arranged in parallel, corners of two angle steel structures are arranged in a back direction, the three are fixedly welded, when the angle steel inner support is actually arranged, the lower surface of the main beam 5 is flush with the upper side edges of the first-level template 1 and the second-level template 2, the outer side surface of the first-level limiting beam 6 is attached to the inner side surface of the first-level template 1, the outer side surface of the second-level limiting beam 7 is attached to the inner side surface of the second-level template 2, and the position of the first-level template 1 and the second-level template 2 are limited by the angle steel inner support structure composed of the main beam 5, the first-level limiting beam 6 and the second-level limiting beam 7, therefore, subsequent installation personnel can fix the plate body positions of the first-stage template 1 and the second-stage template 2 conveniently, and the problems that the traditional installation mode is high in template fixing difficulty and poor in positioning effect are solved;
furthermore, the screw 4 is a steel rod, the two ends of the rod body are provided with external thread structures, the external thread structures at the two ends of the rod body are provided with fixing nuts 8, the fixing nuts 8 are totally four on a single screw structure and are divided into two groups, the two sides of the rod body are respectively provided with one group, when the fixing nut structures are fixed, the same group of fixing nut structures fixedly clamp the templates and the steel side wall of the limiting beam together, and mounting holes perpendicular to the surfaces of the templates are respectively formed in the plate bodies of the first-stage template 1 and the second-stage template 2, so that the positions of the first-stage template 1 and the second-stage template 2 are further fixed through the screw 4 and the fixing nut 8, the stability of the fixing nut is improved, and the first-stage template 1 and the second-stage template 2 are conveniently reinforced and supported through a supporting structure;
the working principle is as follows: when the formwork is actually used, a worker erects the first-stage formwork 1 and the second-stage formwork 2 on the ground at an inclined angle, then unloads the fixing nuts at the two ends of the screw rod 4, then inserts the fixing nuts into the mounting holes on the two plate bodies of the first-stage formwork 1 and the second-stage formwork 2 respectively, then screws the fixing nuts unloaded at the two sides, then erects the angle steel inner support 3 on the upper side edges of the first-stage formwork 1 and the second-stage formwork 2, ensures that the outer side surface of the first-stage limiting beam 6 is attached to the inner side surface of the first-stage formwork 1, then screws the fixing nuts, fixedly clamps the first-stage formwork 1 and the first-stage limiting beam 6 through the fixing nuts 8 in the same group, then clamps the second-stage formwork 2 and the second-stage limiting beam 7 through the fixing nuts 8 in the other group, and then supports and fixes the outer surfaces of the first-stage formwork 1 and the second-stage formwork 2 through the, and finally, pouring concrete between the two template structures.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides a simple and easy angle steel internal stay component of combination steel mould, includes one-level template (1) and second grade template (2), its characterized in that: the plate body structure of one-level template (1) and second grade template (2) is the same, and its size is identical, and supports through propping in the angle steel (3) between one-level template (1) and second grade template (2), and props in the angle steel (3) and supports through screw rod (4) and fixation nut (8) between one-level template (1) and second grade template (2), and the outside surface of one-level template (1) and second grade template (2) all supports fixedly through bearing structure, the mounting hole has all been seted up on the plate body of one-level template (1) and second grade template (2), and its mounting hole all is mutually perpendicular with the face that corresponds the template on both, and the mounting hole that two plate body structures are the coaxial line setting, and its mounting hole equidistance correspondence is provided with the multiunit on one-level template (1) and second grade template (2).
2. The simple angle iron internal support member of the combined steel die as claimed in claim 1, wherein: the cross sections of the plate bodies of the first-stage template (1) and the second-stage template (2) are parallelogram, and the upper side and the lower side of the plate bodies are parallel and level with the horizontal plane.
3. The simple angle iron internal support member of the combined steel die as claimed in claim 1, wherein: the angle steel internal stay (3) comprises girder (5), one-level spacing roof beam (6) and second grade spacing roof beam (7), girder (5), one-level spacing roof beam (6) and second grade spacing roof beam (7) are the angle steel, and be parallel arrangement between one-level spacing roof beam (6) and second grade spacing roof beam (7), and the turning of its two angle steel structures is setting up dorsad, and be fixed welding between the three, and the angle steel internal stay is when actual setting up, the lower surface and one-level template (1) of girder (5), the last side parallel and level of second grade template (2) set up, and the inboard surface that leans on of the outside surface and one-level template (1) of one-level spacing roof beam (6) laminates mutually and sets up, and the inboard surface that leans on of the outside surface and second grade template (2) of second grade spacing roof beam (7) laminates mutually and sets up.
4. The simple angle iron internal support member of the combined steel die as claimed in claim 1, wherein: screw rod (4) are a steel pole, and the both ends of its body of rod are provided with the external screw thread structure, and the external screw thread at its both ends is structural installs fixation nut (8), fixation nut (8) are structural to be provided with four altogether at single screw rod, and it divides into two sets ofly altogether, and both sides respectively are provided with a set ofly, and it when fixed, and the steel lateral wall fixed clamp of the fixation nut structure with template and spacing roof beam of organizing together is tight.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021028378.XU CN212835438U (en) | 2020-06-08 | 2020-06-08 | Simple angle steel inner supporting member of combined steel die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021028378.XU CN212835438U (en) | 2020-06-08 | 2020-06-08 | Simple angle steel inner supporting member of combined steel die |
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| Publication Number | Publication Date |
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| CN212835438U true CN212835438U (en) | 2021-03-30 |
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| CN202021028378.XU Active CN212835438U (en) | 2020-06-08 | 2020-06-08 | Simple angle steel inner supporting member of combined steel die |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863668A (en) * | 2021-09-26 | 2021-12-31 | 中国建筑第八工程局有限公司 | Tool capable of effectively controlling section size of two-structure guide wall |
-
2020
- 2020-06-08 CN CN202021028378.XU patent/CN212835438U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863668A (en) * | 2021-09-26 | 2021-12-31 | 中国建筑第八工程局有限公司 | Tool capable of effectively controlling section size of two-structure guide wall |
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