CN212129199U - Independent cushion cap foundation shaping large formwork system - Google Patents
Independent cushion cap foundation shaping large formwork system Download PDFInfo
- Publication number
- CN212129199U CN212129199U CN202020519251.1U CN202020519251U CN212129199U CN 212129199 U CN212129199 U CN 212129199U CN 202020519251 U CN202020519251 U CN 202020519251U CN 212129199 U CN212129199 U CN 212129199U
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- steel
- template
- pipe cross
- assembling
- keel
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- 238000009415 formwork Methods 0.000 title claims description 16
- 238000007493 shaping process Methods 0.000 title description 6
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 43
- 239000010959 steel Substances 0.000 claims abstract description 43
- 230000008878 coupling Effects 0.000 claims abstract description 5
- 238000010168 coupling process Methods 0.000 claims abstract description 5
- 238000005859 coupling reaction Methods 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000002023 wood Substances 0.000 claims description 4
- 238000004513 sizing Methods 0.000 claims 7
- 230000000712 assembly Effects 0.000 claims 2
- 238000000429 assembly Methods 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 11
- 239000000463 material Substances 0.000 abstract description 4
- 230000007306 turnover Effects 0.000 abstract description 4
- 239000012634 fragment Substances 0.000 abstract 1
- 239000011449 brick Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 210000002219 extraembryonic membrane Anatomy 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model provides a big template system of independent cushion cap basis design, includes the curb plate system that closes that encloses on four sides, the curb plate system of every side all includes template panel, flitch erects fossil fragments, two steel pipe cross keels and roughness adjustment assembly, still includes the draw-connection and assembles coupling assembling to drawing between the relative curb plate system, and roughness adjustment assembly includes to drawing screw rod, steel sheet and to drawing the butterfly and detain, and to drawing is assembled coupling assembling including assembling screw rod, twisted steel and to drawing the butterfly and detain. The utility model discloses saved the material, the convenient turnover of design, it is convenient to make, has saved expense and a large amount of manual works, practices thrift the cost greatly, can improve construction quality effectively. The utility model discloses can assemble rapidly and consolidate, easy and simple to handle, safe and reliable, low cost, construction speed is fast, saves the time limit for a project.
Description
Technical Field
The utility model relates to a template system, especially an independent cushion cap basis typical forms template system.
Background
In the building construction process, the conventional method of the independent bearing platform foundation is to provide a template system of the bearing platform foundation by adopting brick masonry or prefabricated plate moulding bed construction for concrete pouring. The brick masonry construction method needs to occupy a large amount of building blocks and manpower, the construction period is long, the strength of a template system is good, but the condition of wasting a large amount of materials is easily caused; the prefabricated plate blank film occupies less manpower during construction, but needs a day to wait for the formwork system to reach the strength, then the inside is made into a supporting structure, backfilling is carried out, an external support can be formed after backfilling is finished, the strength of the formwork system is reached, pouring of concrete is guaranteed, and potential safety hazards exist in the backfilling process.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an independent bearing platform foundation shaping large template system, which aims to solve the technical problems that the brick masonry template system occupies a large amount of building blocks and manpower, the construction period is long, and a large amount of material waste is easily caused; the technical problems that the prefabricated plate blank film needs to wait for the strength of a template system, a supporting structure needs to be arranged inside the prefabricated plate blank film, an external support can be formed after backfilling is finished, and potential safety hazards exist in the backfilling process are solved.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an independent bearing platform foundation shaping large template system comprises side plate systems enclosed on four sides, wherein each side plate system comprises a template panel, a batten vertical keel, a double-steel-pipe horizontal keel, a flatness adjusting assembly and a split assembling and connecting assembly connected between opposite side plate systems in a pulling way,
the template panel is a rectangular plate,
the wood square vertical keels are transversely arranged at intervals along the surface of the template panel,
the double-steel-pipe cross keels are vertically arranged at intervals along the surface of the wood square vertical keel at least two times, the length of each double-steel-pipe cross keel exceeds the width of the side template panel by at least 200mm,
flatness adjustment subassembly is provided with a set ofly along the surperficial horizontal interval of template panel, and the track number that vertical interval set up is the same and the one-to-one with the track number of two steel pipe cross keels, and flatness adjustment subassembly includes to drawing screw rod, steel sheet and to drawing the butterfly and detaining, fixed connection is placed in the middle in the outside of steel sheet to the inner of drawing the screw rod, and the inboard top of steel sheet is tight at the outside surface of template panel, stretches out and through drawing the butterfly and detain the anchor between two steel pipe cross keels to the outer end of drawing the screw rod, and wherein the screw rod of assembling of inner assembly runs through the template panel.
The split splicing and connecting components are arranged in a group at intervals along the transverse direction of the side plate system, the number of the vertical split splicing and connecting components is the same as that of the double-steel-pipe cross keels and corresponds to one, each split splicing and connecting component comprises an inner component positioned in the range of the template panel and an outer component positioned at the position where the double-steel-pipe cross keels exceed the side template panel,
the oppositely-pulling assembling and connecting assembly comprises assembling screw rods, threaded steel bars and oppositely-pulling butterfly buckles, each side template system is provided with one section of assembling screw rod, the assembling screw rods on the template systems on the opposite sides correspond to each other one by one, the inner ends of the corresponding assembling screw rods are fixedly connected through the threaded steel bars, and the outer ends of the assembling screw rods extend out of the double-steel-pipe cross keels and are anchored through the oppositely-pulling butterfly buckles.
The both ends of the two steel pipe cross keel of every side the superiors are fixedly connected with reinforcing bar lifting hook respectively, reinforcing bar lifting hook is located the outside of outside subassembly.
The template panel has a thickness of at least 15 mm.
The steel plate sheet is a square plate.
The end part of the twisted steel bar is connected with the end part of the assembling screw rod in an overlapped mode, and the length of the overlapped part is not smaller than 100 mm.
The distance that the horizontal interval of roughness adjustment subassembly set up includes at least two wooden square vertical keel.
The horizontal interval of flitch vertical keel sets up distance 250mm, and the length that the top of flitch vertical keel surpassed the top end face of template panel is 100mm, and the bottom of flitch vertical keel and the bottom end face parallel and level of template panel.
The vertical interval of two steel pipe cross keel sets up the distance and is 500 mm.
Compared with the prior art the utility model has the following characteristics and beneficial effect:
the utility model discloses a design big template formwork system does not use building block or prefabricated panel fetal membrane and mortar, has saved the material. The utility model relates to a convenient turnover, it is convenient to make, can press template repeated turnover more than 6 times and use, has saved the expense greatly, has practiced thrift a large amount of manual works than building by laying bricks or stones. The utility model discloses according to the size design roughness adjustment subassembly, solved the roughness adjustment problem of big template support system. The utility model discloses after accomplishing the cushion cap construction, if the template surfacing is intact, the detachable continues in main part used repeatedly, practices thrift the cost greatly. The utility model discloses pour and accomplish effectually, can improve construction quality effectively. The utility model discloses can assemble rapidly and consolidate, easy and simple to handle, safe and reliable, low cost, construction speed is fast, saves the time limit for a project.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic plan view of the present invention.
Fig. 2 is a schematic structural view of a side panel system of one side of fig. 1.
Fig. 3 is a side view schematic of fig. 2.
Reference numerals: 1-template panel, 2-batten vertical keel, 3-double-steel-pipe transverse keel, 4-opposite-pulling screw, 5-steel plate, 6-assembling screw, 7-opposite-pulling butterfly buckle, 8-twisted steel and 9-steel lifting hook.
Detailed Description
The embodiment is described with reference to fig. 1-3, an independent bearing platform foundation shaping large formwork system comprises a side plate system enclosed on four sides, the side plate system on each side comprises a formwork panel 1, a batten vertical keel 2, a double-steel-pipe transverse keel 3, a flatness adjusting assembly and a split assembling connection assembly connected between opposite side plate systems in a pulling connection mode.
The template panel 1 is a rectangular plate.
The batten vertical keels 2 are transversely provided with ten channels and eleven channels at intervals along the surface of the formwork panel.
The double-steel-pipe cross keel 3 is provided with three lines along the surface vertical interval of the batten vertical keel, and the length of the double-steel-pipe cross keel on each side exceeds the width of the side template panel and is 200 mm.
Flatness adjustment subassembly is provided with a set ofly along the surperficial horizontal interval of template panel 1, and the track number that vertical interval set up is the same and the one-to-one with the track number of two steel pipe cross keels 3, and flatness adjustment subassembly includes opposite-pull screw rod 4, steel sheet 5 and opposite-pull butterfly buckle 7, fixed connection is placed in the middle in the outside of steel sheet 5 to the inner of pulling screw rod 4, and the inboard top of steel sheet 5 is tight at the outside surface of template panel 1, and the outer end of opposite-pull screw rod 4 stretches out and through opposite-pull butterfly buckle 7 anchors between two steel pipe cross keels 3. Wherein the assembly screw 6 of the inner component penetrates through the formwork panel.
The coupling assembling is assembled in split is provided with a set ofly along the lateral plate system horizontal interval, and the track number that vertical interval set up is the same and the one-to-one with the track number of two steel pipe cross girders 3, the coupling assembling is assembled including the inside subassembly that is located 1 within range of template panel and the outside subassembly that is located two steel pipe cross girders and surpasss this side template panel position to the split.
The assembly connecting component comprises an assembly screw 6, a threaded steel bar 8 and a pair of pull butterfly buckles 7, wherein each side template system is provided with one section of assembly screw 6, the assembly screws 6 on the template system on the opposite side correspond to each other one by one, the inner ends of the corresponding assembly screws 6 are fixedly connected through the threaded steel bar 8, and the outer ends of the assembly screws 6 extend out of the double-steel-pipe cross keels 3 and are anchored through the pair of pull butterfly buckles 7. Each assembling screw rod is arranged in the middle of two adjacent vertical wood keels.
The both ends of the two steel pipe cross girders 3 of the superiors of each side are fixedly connected with steel bar lifting hooks 9 respectively, the steel bar lifting hooks 9 are located outside the external component.
The thickness of the template panel 1 is 15 mm. The steel plate 5 is a square plate. The end parts of the twisted steel bars 8 and the end parts of the assembling screws 6 are connected in an overlapped mode, and the length A of the overlapped parts is not smaller than 100 mm. The distance that the horizontal interval of roughness adjustment subassembly set up includes two at least wooden square vertical keel 2.
The horizontal interval of flitch vertical keel 2 sets up distance C and is 250mm, and the length D that the top of flitch vertical keel 2 surpassed the top end face of template panel 1 is 100mm, and the bottom of flitch vertical keel 2 is parallel and level with the bottom end face of template panel 1. The size of the flitch keel is 45mm multiplied by 95 mm.
The vertical interval of two steel pipe cross keel 3 sets up distance B and is 500 mm. And (4) shaping and manufacturing a large template according to the appearance size of the independent foundation, assembling according to the geometric size, and supporting and reinforcing. And turnover use is performed according to the construction progress.
The utility model discloses a preparation flow includes following step:
the first step is as follows: assembling the side plate system on each side, and binding the side plate system with the template panel by using the batten vertical keels;
the second step is that: welding the split screw rods and the steel plate sheets;
the third step: installing the double-steel-pipe cross keel, fixing the opposite-pulling butterfly buckle of the flatness adjusting assembly, and then tensioning and fixing the template panel and the double-steel-pipe cross keel through the opposite-pulling butterfly buckle;
the fourth step: assembling bearing platforms by side plate systems on four sides;
the fifth step: and the installation and the split splicing connecting component are split and reinforced.
Claims (8)
1. The utility model provides a big template system of independent cushion cap basis design which characterized in that: comprises side plate systems enclosed on four sides, the side plate system on each side comprises a template panel (1), a batten vertical keel (2), a double-steel-pipe horizontal keel (3), a flatness adjusting component and a split splicing connecting component connected between opposite side plate systems in a pulling way,
the template panel (1) is a rectangular plate,
the batten vertical keels (2) are arranged in a group at intervals along the transverse direction of the surface of the template panel,
the double-steel-pipe cross keels (3) are vertically arranged at intervals along the surface of the wood square vertical keel at least two times, the length of each double-steel-pipe cross keel exceeds the width of the side template panel by at least 200mm,
the flatness adjusting assembly is arranged in a group along the surface transverse interval of the template panel (1), the number of tracks arranged at vertical intervals is the same as that of the double-steel-pipe cross keels (3) and corresponds to the tracks one by one, the flatness adjusting assembly comprises opposite-pull screw rods (4), steel plate pieces (5) and opposite-pull butterfly buckles (7), the inner ends of the opposite-pull screw rods (4) are fixedly connected to the outer sides of the steel plate pieces (5) in the middle, the inner sides of the steel plate pieces (5) are tightly propped against the outer side surface of the template panel (1), the outer ends of the opposite-pull screw rods (4) extend out from between the double-steel-pipe cross keels (3) and are anchored through the opposite-pull butterfly buckles (7),
the split splicing and connecting assemblies are arranged in a group at intervals along the transverse direction of the side plate system, the number of the split splicing and connecting assemblies arranged at intervals in the vertical direction is the same as that of the double-steel-pipe cross keels (3) and corresponds to one another, each split splicing and connecting assembly comprises an inner assembly positioned in the range of the template panel (1) and an outer assembly positioned at the position where the double-steel-pipe cross keels exceed the side template panel,
the coupling assembling of drawing is including assembling screw rod (6), twisted steel (8) and drawing butterfly buckle (7), all is equipped with one section screw rod (6) of assembling on the template system of every side, screw rod (6) one-to-one of assembling on the template system of opposite side, the inner of the screw rod (6) of assembling that corresponds passes through twisted steel (8) fixed connection, the outer end of assembling screw rod (6) is stretched out and is anchored through drawing butterfly buckle (7) between two steel pipe cross keel (3), wherein the screw rod (6) of assembling of inner assembly runs through the template panel.
2. The large formwork system for foundation sizing of independent bearing platform according to claim 1, characterized in that: the both ends of two steel pipe cross keel (3) of every side the superiors are fixedly connected with reinforcing bar lifting hook (9) respectively, reinforcing bar lifting hook (9) are located the outside of outside subassembly.
3. The large formwork system for foundation sizing of independent bearing platform according to claim 1, characterized in that: the thickness of the template panel (1) is at least 15 mm.
4. The large formwork system for foundation sizing of independent bearing platform according to claim 1, characterized in that: the steel plate sheet (5) is a square plate.
5. The large formwork system for foundation sizing of independent bearing platform according to claim 1, characterized in that: the end parts of the twisted steel bars (8) are connected with the end parts of the assembling screws (6) in an overlapped mode, and the length of the overlapped parts is not less than 100 mm.
6. The large formwork system for foundation sizing of independent bearing platform according to claim 1, characterized in that: the distance that the horizontal interval of roughness adjustment subassembly set up includes at least two wooden square vertical keel (2).
7. The large formwork system for foundation sizing of independent bearing platform according to claim 6, characterized in that: the horizontal interval of flitch vertical keel (2) sets up the distance and is 250mm, and the length that the top of flitch vertical keel (2) surpassed the top face of template panel (1) is 100mm, and the bottom of flitch vertical keel (2) is parallel and level with the bottom face of template panel (1).
8. The large formwork system for foundation sizing of independent bearing platform according to claim 1, characterized in that: the vertical interval of two steel pipe cross keel (3) sets up the distance and is 500 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020519251.1U CN212129199U (en) | 2020-04-10 | 2020-04-10 | Independent cushion cap foundation shaping large formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020519251.1U CN212129199U (en) | 2020-04-10 | 2020-04-10 | Independent cushion cap foundation shaping large formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212129199U true CN212129199U (en) | 2020-12-11 |
Family
ID=73688333
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020519251.1U Expired - Fee Related CN212129199U (en) | 2020-04-10 | 2020-04-10 | Independent cushion cap foundation shaping large formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212129199U (en) |
-
2020
- 2020-04-10 CN CN202020519251.1U patent/CN212129199U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201211 |