CN112814022A - Precast concrete equipment foundation side forms - Google Patents
Precast concrete equipment foundation side forms Download PDFInfo
- Publication number
- CN112814022A CN112814022A CN202110304379.5A CN202110304379A CN112814022A CN 112814022 A CN112814022 A CN 112814022A CN 202110304379 A CN202110304379 A CN 202110304379A CN 112814022 A CN112814022 A CN 112814022A
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- Prior art keywords
- shaped standard
- equipment foundation
- shaped
- standard module
- precast concrete
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Foundations (AREA)
Abstract
The precast concrete equipment foundation side formwork comprises L-shaped standard modules and I-shaped standard modules, the plane of an equipment foundation is rectangular, the L-shaped standard modules are positioned at four corners of the equipment foundation, the I-shaped standard modules are positioned in the middle of four sides of the equipment foundation, and the standard modules are combined in a horizontal splicing mode to form a closed integral side formwork. The invention has the advantages of simple process, convenient installation, good appearance quality, high aesthetic degree, good precision and fineness, reliable quality, little wet operation on site, no generation of building waste, energy conservation, environmental protection, meeting various requirements of assembly buildings and the like.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a precast concrete equipment foundation side form.
Background
The equipment foundation is a structure used for supporting equipment and bearing all or part of weight of the equipment, and is also an important point concerned by item evaluation and prize evaluation. The traditional equipment foundation construction method is formed by site formwork erection and cast-in-place concrete manufacturing in a construction site, and has the following problems: firstly, the formwork is fixed and the construction operation is complicated, if the formwork is not properly erected, the construction quality problem is easily caused, and the post-repair treatment difficulty is large, the cost is high and the appearance is not attractive. Secondly, the template after concrete pouring is difficult to remove, and labor and time are wasted. And the construction precision and fineness are not enough easily in the field formwork erection and cast-in-place process.
Disclosure of Invention
The invention aims to solve the technical problems that in the current traditional equipment foundation construction, the formwork is difficult to support and remove, the finished product quality is poor, the precision and fineness are insufficient, the working procedures are complicated, the labor and the time are wasted, and the like, and the precast concrete equipment foundation side formwork is provided.
The technical scheme adopted by the invention for solving the technical problems is as follows: the precast concrete equipment foundation side formwork comprises L-shaped standard modules and I-shaped standard modules, the plane of an equipment foundation is rectangular, the L-shaped standard modules are positioned at four corners of the equipment foundation, the I-shaped standard modules are positioned in the middle of four sides of the equipment foundation, and the standard modules are combined in a horizontal splicing mode to form a closed integral side formwork.
Furthermore, the two ends of the L-shaped standard module and the I-shaped standard module are respectively provided with a tongue-and-groove and a bolt hole, and the L-shaped standard module and the I-shaped standard module are connected and installed through the tongue-and-groove and a screw. Of course, other approaches are possible. The rabbet is Z-shaped.
Further, the end plates are arranged on the inner sides of the ends of the L-shaped standard modules and the I-shaped standard modules, and the bolt holes are formed in the end plates.
Furthermore, two sides of the bottom of the L-shaped standard module and the bottom of the I-shaped standard module are provided with outward expansion angles.
Furthermore, arc-shaped decorative line feet are arranged on the upper parts of the outer expanding feet of the L-shaped standard module and the I-shaped standard module.
Furthermore, the inner sides of the L-shaped standard module and the I-shaped standard module are provided with honeycomb rough surfaces.
Furthermore, the L-shaped standard module and the I-shaped standard module are both made of reinforced concrete or reinforced foamed concrete.
Furthermore, lifting points are respectively arranged on the L-shaped standard module and the I-shaped standard module, and the lifting points are uniformly arranged at the tops of the L-shaped standard module and the I-shaped standard module.
The technical principle of the invention is as follows:
the periphery of the equipment foundation is designed into standard modules with a certain specification, the modules are prefabricated and molded by steel moulds in a factory to form a side mould of the precast concrete equipment foundation, and after the precast concrete standard modules are assembled, connected and fixed on the site, the concrete at the central part of the equipment foundation is poured, so that the integral equipment foundation is formed.
The invention meets the requirements of various large-scale equipment on the foundation and has the following advantages: the integrity is good, and the quality is reliable; secondly, the installation is convenient, and the labor and the time are saved; the appearance quality is good, and the attractiveness is high; fourthly, no construction waste is generated, and the energy is saved and the environment is protected; the precision and the fineness are better; and sixthly, meeting the requirements of the assembled building.
Drawings
FIG. 1 is a schematic structural view of an embodiment of a precast concrete equipment foundation side form of the present invention;
FIG. 2 is a schematic structural diagram of an "L" type standard module of the embodiment shown in FIG. 1;
FIG. 3 is a schematic structural diagram of the I-shaped standard module of the embodiment shown in FIG. 1;
FIG. 4 is a cross-sectional view of the "L" and "I" standard modules of the embodiment of FIG. 1;
in the figure: 1. the novel honeycomb structural module comprises an L-shaped standard module, 2, a straight-line-shaped standard module, 3, hanging nails, 4, Z-shaped grooves and tongues, 5, a honeycomb rough surface, 6, arc-shaped decorative line pins, 7, external expansion pins, 8, bolt holes, 9 and end plates.
Detailed Description
The invention is further explained with reference to the drawings and the embodiments.
Examples
Referring to fig. 1-4, a precast concrete equipment foundation side form comprises four L-shaped standard modules 1 and 12I-shaped standard modules 2, wherein the equipment foundation plane is rectangular, the four L-shaped standard modules 1 are respectively arranged at four corners of the equipment foundation, the four I-shaped standard modules 2 are respectively arranged at the middle parts of four sides of the equipment foundation, the long sides are 4, the short sides are 2, and the standard modules are combined in a horizontal splicing mode to form a closed integral side form.
In this embodiment, two ends of the L-shaped standard module and the line-shaped standard module are respectively provided with a Z-shaped tongue-and-groove 4 and a bolt hole 8, and the L-shaped standard module 1 and the line-shaped standard module 2 are connected and mounted through the Z-shaped tongue-and-groove 4 and a bolt.
In this embodiment, the L-shaped standard module 1 and the line-shaped standard module 2 are respectively provided with hanging nails 3, and the hanging nails 3 are uniformly arranged on the tops of the L-shaped standard module 1 and the line-shaped standard module 2.
In this embodiment, the end plates 9 are arranged on the inner sides of the ends of the L-shaped standard modules 1 and the linear standard modules 2, and the bolt holes 8 are formed in the end plates 9, so that the standard modules can be connected conveniently.
In this embodiment, the two sides of the bottom of the "L" shaped standard module 1 and the "i" shaped standard module 2 are provided with outward-expanding angles 7 to increase the stability and the anti-overturning capability of the standard modules.
In this embodiment, the upper portions of the outer expanding legs 7 of the L-shaped standard module 1 and the line-shaped standard module 2 are provided with arc-shaped decorative line legs 6 to enhance the aesthetic degree of the component.
In this embodiment, the inner sides of the "L" shaped standard module 1 and the "i" shaped standard module 2 are provided with a honeycomb rough surface 5 to ensure that the new and old concrete are firmly combined.
In this embodiment, the L-shaped standard module 1 and the line-shaped standard module 2 are made of reinforced concrete, or made of other lightweight concrete.
In this embodiment, the specific sizes of the "L" type standard module 1 and the "i" type standard module 2 are determined according to the requirements of the actual device foundation.
In this embodiment, the weight of the "L" -shaped standard module 1 and the "linear" -shaped standard module 2 is not more than 200KG, which is convenient for transportation and installation.
The invention meets the requirements of various large-scale equipment on the foundation and has the following advantages: the integrity is good, and the quality is reliable; secondly, the installation is convenient, and the labor and the time are saved; the appearance quality is good, and the attractiveness is high; fourthly, no construction waste is generated, and the energy is saved and the environment is protected; the precision and the fineness are better; and sixthly, meeting the requirements of the assembled building.
Claims (9)
1. Precast concrete equipment basis side forms, its characterized in that: the equipment foundation structure comprises L-shaped standard modules and I-shaped standard modules, the plane of the equipment foundation is rectangular, the L-shaped standard modules are positioned at four corners of the equipment foundation, the I-shaped standard modules are positioned in the middle of four sides of the equipment foundation, and the standard modules are combined in a horizontal splicing mode to form a closed integral side mold.
2. The precast concrete equipment foundation sideform of claim 1, wherein: the L-shaped standard module and the I-shaped standard module are connected and installed through the tongue-and-groove and the screw.
3. The precast concrete equipment foundation sideform of claim 2, wherein: the rabbet is Z-shaped.
4. The precast concrete equipment foundation sideform of claim 2, wherein: the end plates are arranged on the inner sides of the ends of the L-shaped standard modules and the I-shaped standard modules, and the bolt holes are formed in the end plates.
5. The precast concrete equipment foundation sideform according to claim 1 or 2, wherein: and outer expansion angles are arranged on two sides of the bottoms of the L-shaped standard module and the straight-line-shaped standard module.
6. The precast concrete equipment foundation sideform of claim 5, wherein: and arc-shaped decorative line feet are arranged on the upper parts of the outer expanding feet of the L-shaped standard module and the I-shaped standard module.
7. The precast concrete equipment foundation sideform according to claim 1 or 2, wherein: the inner sides of the L-shaped standard module and the I-shaped standard module are provided with honeycomb rough surfaces.
8. The precast concrete equipment foundation sideform according to claim 1 or 2, wherein: the L-shaped standard module and the I-shaped standard module are both made of reinforced concrete or reinforced foamed concrete.
9. The precast concrete equipment foundation sideform according to claim 1 or 2, wherein: the L-shaped standard module and the I-shaped standard module are respectively provided with lifting points, and the lifting points are uniformly arranged at the tops of the L-shaped standard module and the I-shaped standard module.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110304379.5A CN112814022A (en) | 2021-03-22 | 2021-03-22 | Precast concrete equipment foundation side forms |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110304379.5A CN112814022A (en) | 2021-03-22 | 2021-03-22 | Precast concrete equipment foundation side forms |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112814022A true CN112814022A (en) | 2021-05-18 |
Family
ID=75863366
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110304379.5A Pending CN112814022A (en) | 2021-03-22 | 2021-03-22 | Precast concrete equipment foundation side forms |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112814022A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113172736A (en) * | 2021-05-27 | 2021-07-27 | 威海职业学院 | Preparation method of concrete moon door and special mold |
| CN114016532A (en) * | 2021-10-19 | 2022-02-08 | 四川能投建工集团有限公司第二分公司 | Assembly type steel reinforced concrete strip foundation and assembly method thereof |
-
2021
- 2021-03-22 CN CN202110304379.5A patent/CN112814022A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113172736A (en) * | 2021-05-27 | 2021-07-27 | 威海职业学院 | Preparation method of concrete moon door and special mold |
| CN114016532A (en) * | 2021-10-19 | 2022-02-08 | 四川能投建工集团有限公司第二分公司 | Assembly type steel reinforced concrete strip foundation and assembly method thereof |
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