CN217460342U - Be used for interior strutting arrangement of construction formwork and inner supporting structure - Google Patents
Be used for interior strutting arrangement of construction formwork and inner supporting structure Download PDFInfo
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- CN217460342U CN217460342U CN202221294472.9U CN202221294472U CN217460342U CN 217460342 U CN217460342 U CN 217460342U CN 202221294472 U CN202221294472 U CN 202221294472U CN 217460342 U CN217460342 U CN 217460342U
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- support frame
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- 238000010276 construction Methods 0.000 title claims abstract description 30
- 238000009415 formwork Methods 0.000 title claims description 28
- 238000009435 building construction Methods 0.000 claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 238000009434 installation Methods 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000007704 transition Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 5
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000013102 re-test Methods 0.000 description 1
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Abstract
The utility model provides an inner supporting device and an inner supporting structure for a building construction template, wherein the inner supporting device is formed by connecting two supporting frames, and the two supporting frames are respectively a first supporting frame and a second supporting frame; the first support frame and the second support frame have the same structure; the first end of the first support frame and the first end of the second support frame can be detachably connected into a whole; the second end of the first support frame and the second end of the second support frame are respectively provided with a clamping groove, and the clamping grooves can be clamped on the templates on two sides of the ditch; the utility model provides a scheme, simple manufacture, labour saving and time saving, saving cost can effectively guarantee construction quality, quick installation dismantlement, can be according to the construction needs flexibility ratio height, can transition fast, can have enough to meet the need many times and use reduce cost, and effectively solved the extravagant problem of support stake.
Description
Technical Field
The utility model belongs to the technical field of be used for interior support of construction formwork, concretely relates to be used for interior strutting arrangement and inner supporting structure of construction formwork.
Background
In the culvert passageway ditch vertical wall pouring process, in the past, the accurate erection template of prior survey laying-out, then utilize the square timber to support according to reserving the ditch size between two inboard templates, the used square timber quantity of such construction method is great, and fixed fastness is lower, displacement takes place easily at concreting in-process template, it all is difficult to guarantee to pour back vertical wall straightness and reservation ditch width, and ditch size diverse in every culvert passageway, the same kind of square timber that is used for making is difficult reuse, the square timber quantity has more been increased.
Based on the technical problems existing in the pouring construction process of the vertical walls of the ditches in the culvert channels, no related solution is provided; there is therefore a pressing need to find effective solutions to the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the weak point that exists among the above-mentioned technique, provide a be used for building construction interior strutting arrangement of template, aim at solving the problem that the template support was pour to ditch erect wall in the current culvert passageway.
The utility model provides an internal supporting device for a building construction template, which is formed by connecting two supporting frames, wherein the two supporting frames are respectively a first supporting frame and a second supporting frame; the first support frame and the second support frame have the same structure; the first end of the first support frame and the first end of the second support frame can be detachably connected into a whole; the second end of first support frame and the second end of second support frame are equipped with the draw-in groove respectively to the draw-in groove can the joint on the template of ditch both sides.
Further, the support frame comprises a vertical support plate, a horizontal connecting plate and a clamping plate; the horizontal connecting plate is arranged at one end of the vertical supporting plate and forms an L-shaped structure; the clamping plate is arranged on one side of the vertical supporting plate and connected with the vertical supporting plate, so that a clamping groove is formed between the clamping plate and the vertical supporting plate.
Furthermore, one end of the horizontal connecting plate is provided with a notch; one ends of the horizontal connecting plates of the two support frames are stacked together and penetrate through the notches of the two horizontal connecting plates through connecting bolts to be connected together.
Furthermore, the notches are of a long strip-shaped structure and are distributed along the length direction of the horizontal connecting plate.
Further, splint are L type structure, and splint set up in one side of vertical support plate side by side, and splint pass through the connection limit of L type and connect in vertical support plate and horizontally connect board's junction.
Further, the length of splint is shorter than the length of vertical support plate, and the width of draw-in groove is 20 mm.
Further, the vertical supporting plate, the horizontal connecting plate and the clamping plate are steel plates.
Further, the width of the steel plate is 50mm, the thickness of the steel plate is 10mm, and the length of the vertical support plate is 300 mm; the length of the horizontal connecting plate is 310 mm; the length of the splint is 100 mm.
Correspondingly, the utility model also provides an be used for building construction formwork inner support structure, including a plurality of inner support device, inner support device be above-mentioned inner support device; the inner supporting devices are clamped on the templates at the two sides of the ditch at intervals of 50-70 cm.
Furthermore, the vertical supporting plate of the supporting frame is attached to the inner side of the template and extends to the lower end of the template, which is positioned at the ditch; the splint laminating of support frame is in the outside of template to extend to the template and be located concreting design top surface.
The utility model provides a scheme, simple manufacture, labour saving and time saving, saving cost can effectively guarantee construction quality, quick installation dismantlement, can be according to the construction needs flexibility ratio height, can transition fast, can have enough to meet the need many times and use reduce cost, and effectively solved the extravagant problem of support stake.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
The present invention will be further explained with reference to the accompanying drawings:
FIG. 1 is a front view of the support frame of the present invention;
fig. 2 is a top view of the support frame of the present invention;
fig. 3 is a side view of the support frame of the present invention;
fig. 4 is an overall schematic view of the internal support device for the building construction formwork of the present invention;
fig. 5 is the utility model relates to a be used for interior strutting arrangement construction state sketch map of construction formwork.
In the figure: 1. a vertical support plate; 2. a horizontal connecting plate; 3. a splint; 4. a card slot; 5. a notch; 6. a first support frame; 7. a second support frame; 8. a connecting bolt; 10. an inner support means; 20. a template; 30. pouring concrete; 40. a wall body; 50. and (4) a ditch.
Detailed Description
In order to make the technical problem, technical solution and advantageous effects to be solved by the present invention more clearly understood, the following description is given in conjunction with the accompanying drawings and embodiments to illustrate the present invention in further detail. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or be indirectly connected to the other element.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or to implicitly indicate the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise. The meaning of "a number" is one or more unless specifically limited otherwise.
In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "rear", "left", "right", and the like indicate orientations or positional relationships based on orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
As shown in fig. 1 to 3, the utility model provides an inner supporting device for a building construction formwork, the inner supporting device 10 is formed by connecting two supporting frames, the two supporting frames are horizontally overlapped up and down to form a supporting system, after the width is adjusted in the horizontal direction, a connecting bolt 8 with the diameter of 14mm is used for penetrating through an upper hole and a lower hole, and then the inner supporting device 10 is completed by screwing; specifically, the two support frames are a first support frame 6 and a second support frame 7 respectively; the first support frame 6 and the second support frame 7 have the same structure; specifically, the first end of the first support frame 6 and the first end of the second support frame 7 can be detachably connected into a whole; the second ends of the first support frame 6 and the second support frame 7 are respectively provided with a clamping groove 4, and the clamping grooves 4 can be clamped on the templates 20 at two sides of the ditch 50, so that a support structure is formed at two sides of the ditch; the utility model provides a be used for building construction formwork inner supporting device, its construction method is simple, and the efficiency of construction is high, can have enough to meet the need the number of times many, and convenient to use can install fast and dismantle according to the construction needs, improves the construction progress.
Preferably, in combination with the above solution, as shown in fig. 1 to 3, the support frame comprises a vertical support plate 1, a horizontal connecting plate 2 and a clamping plate 3; the horizontal connecting plate 2 is arranged at one end of the vertical supporting plate 1 and forms an L-shaped structure; further, the clamping plate 3 is arranged on one side of the vertical supporting plate 1 and connected with the vertical supporting plate 1, so that a clamping groove 4 is formed between the clamping plate and the vertical supporting plate 1; further, the vertical support plate 1, the horizontal connection plate 2, and the chucking plate 3 may be integrally formed.
Preferably, in combination with the above solution, as shown in fig. 1 to 3, one end of the horizontal connecting plate 2 is provided with a notch 5; one ends of the horizontal connecting plates 2 of the two support frames are stacked together and penetrate through the notches 5 of the two horizontal connecting plates 2 through connecting bolts 8 to be connected together; the utility model provides a be used for building construction formwork inner support device, horizontal connecting plate 2's one end is reserved has notch 5, because this inner support device is the steel member, its rigidity can guarantee that inner support device is firm reliable, the notch 5 of reserving passes through connecting bolt 8 to be connected and can adjust the width between two horizontal connecting plate 2 in the certain limit, can be used for the formwork support of multiple size ditch vertical wall, the convenient dismantlement installation, used repeatedly many times, can improve construction quality, there is saving the time limit for a project, and materials are saved.
Preferably, in combination with the above solution, as shown in fig. 1 to 3, the notches 5 have a long strip-shaped structure and are distributed along the length direction of the horizontal connecting plate 2; specifically, the width between the two horizontal connecting plates 2 can be conveniently adjusted by the notch 5 with the strip-shaped structure, so that the ditch is adapted to ditches with different widths; specifically, the horizontal connecting plate 2 is of a steel plate structure, and a 100mm 15mm rectangular notch 5 is opened at a position 20mm away from the tail end of the steel plate for penetrating a bolt.
Preferably, in combination with the above solution, as shown in fig. 1 to 3, the clamping plate 3 is an L-shaped structure, the clamping plates 3 are arranged side by side on one side of the vertical supporting plate 1, and the clamping plate 3 is connected to the joint of the vertical supporting plate 1 and the horizontal connecting plate 2 through the connecting edge of the L-shaped structure, so as to form a clamping groove 5 structure.
Preferably, in combination with the above solution, as shown in fig. 1 to 3, the length of the clamping plate 3 is shorter than that of the vertical support plate 1, and the width of the clamping groove 4 is 20mm, so as to fit the template 20 with the width of 20 mm.
Preferably, in combination with the above solution, as shown in fig. 1 to 3, the vertical support plate 1, the horizontal connection plate 2 and the clamping plate 3 are steel plates, which improves rigidity and stability.
Preferably, in combination with the above scheme, as shown in fig. 1 to 3, the widths of the steel plates of the vertical support plate 1, the horizontal connection plate 2 and the clamping plate 3 are 50mm, and the thicknesses of the steel plates of the vertical support plate 1, the horizontal connection plate 2 and the clamping plate 3 are 10 mm; further, the length of the vertical support plate 1 is 300 mm; the length of the horizontal connecting plate 2 is 310 mm; the length of the splint 3 is 100mm, and the most common size is designed according to practical application.
Correspondingly, in combination with the above solutions, as shown in fig. 1 to 3, the present invention further provides an internal support structure for a building construction formwork, including a plurality of internal support devices 10, where the internal support devices 10 are the above internal support devices; specifically, each internal support device is clamped on the templates 20 at two sides of the ditch 50 at intervals of 50cm-70cm to form a support structure; specifically, the inner supporting device 10 is arranged every 50-70cm, concrete construction is carried out after the whole ditch is supported, and the inner supporting device can be detached after bolts are detached after the concrete construction is finished.
Preferably, in combination with the above solution, as shown in fig. 1 to 3, the vertical support plate 1 of the support frame is attached to the inner side of the formwork 20 and extends to the lower end of the formwork 20 located in the ditch 50; the splint 3 of support frame is laminated in the outside of template 20 to extend to template 20 and be located concreting 30 design top surface, the fashioned wall body 40 has been pour to the outside of concreting 30.
As shown in fig. 1 to 3, the utility model provides a scheme, at first measure the mounted position of laying-out template 20, simply fixed, then install this internal support device 10 with template 20, the draw-in groove 4 of fixed die plate 20 is reserved to each support frame, 300mm long vertical support plate 1 supports the direct contact bottom surface along the inboard of template 20, 100mm long splint 3 supports the bottom surface along the outside of template 20 and is located pouring concrete design top surface above, guarantees not to contact new pouring concrete; the two supporting frames are vertically lapped at the horizontal position; each inner supporting device 10 is installed by the method, connecting bolts 8 penetrate through the notches 5 of the upper horizontal connecting plate 2 and the lower horizontal connecting plate 2, the width of each inner supporting device 10 is finely adjusted to the designed width through the cooperation of measurement and retest in the horizontal direction, then each inner supporting device 10 is sequentially screwed to complete supporting, then concrete construction is carried out, and the bolts can be disassembled after the concrete construction is completed.
The utility model provides a scheme, simple manufacture, labour saving and time saving, saving cost can effectively guarantee construction quality, quick installation dismantlement, can be according to the construction needs flexibility ratio height, can transition fast, can have enough to meet the need many times and use reduce cost, and effectively solved the extravagant problem of support stake.
The foregoing is merely a preferred embodiment of the invention and is not intended to limit the invention in any way. The technical solutions of the present invention can be used by anyone skilled in the art to make many possible variations and modifications to the technical solution of the present invention, or to modify equivalent embodiments with equivalent variations, without departing from the scope of the technical solution of the present invention. Therefore, any modification, equivalent change and modification of the above embodiments according to the present invention are all within the protection scope of the present invention.
Claims (10)
1. An internal supporting device for a building construction formwork is characterized in that the internal supporting device (10) is formed by connecting two supporting frames, wherein the two supporting frames are a first supporting frame (6) and a second supporting frame (7) respectively; the first support frame (6) and the second support frame (7) have the same structure; the first end of the first support frame (6) and the first end of the second support frame (7) can be detachably connected into a whole; the second end of the first supporting frame (6) and the second end of the second supporting frame (7) are respectively provided with a clamping groove (4), and the clamping grooves (4) can be clamped on the templates (20) on two sides of the ditch.
2. The internal support device for building construction formworks as claimed in claim 1, wherein the support frame comprises a vertical support plate (1), a horizontal connecting plate (2) and a clamping plate (3); the horizontal connecting plate (2) is arranged at one end of the vertical supporting plate (1) and forms an L-shaped structure; the clamping plate (3) is arranged on one side of the vertical supporting plate (1) and connected with the vertical supporting plate (1), so that a clamping groove (4) is formed in the vertical supporting plate (1).
3. The internal support device for construction formworks as claimed in claim 2, wherein one end of the horizontal connecting plate (2) is provided with a notch (5); one ends of the horizontal connecting plates (2) of the two support frames are overlapped together and penetrate through the notches (5) of the two horizontal connecting plates (2) through connecting bolts (8) to be connected together.
4. The support device for use in construction formworks according to claim 3, wherein the notches (5) are of elongated configuration and are distributed along the length of the horizontal connecting plates (2).
5. The internal supporting device for the building construction formwork as claimed in claim 2, wherein the clamping plates (3) are of L-shaped structures, the clamping plates (3) are arranged on one side of the vertical supporting plate (1) side by side, and the clamping plates (3) are connected to the joint of the vertical supporting plate (1) and the horizontal connecting plate (2) through connecting edges of the L-shaped structures.
6. The support device for use in construction formworks as claimed in claim 2, wherein the length of the clamp plate (3) is shorter than the length of the vertical support plate (1), and the width of the catching groove (4) is 20 mm.
7. The internal support device for construction formworks as claimed in claim 2, characterized in that the vertical support plates (1), the horizontal connection plates (2) and the clamping plates (3) are steel plates.
8. The support device for use in construction formworks as claimed in claim 7, wherein the width of the steel plate is 50mm, the thickness of the steel plate is 10mm, and the length of the vertical support plate (1) is 300 mm; the length of the horizontal connecting plate (2) is 310 mm; the length of the clamping plate (3) is 100 mm.
9. An internal support structure for a construction form, comprising a plurality of internal support means, wherein the internal support means is as claimed in any one of claims 1 to 8; the internal supporting devices are clamped on formworks (20) on two sides of the ditch at intervals of 50-70 cm.
10. The internal support structure for construction formworks as claimed in claim 9, wherein the vertical support plate (1) of the support frame is fitted inside the formwork (20) and extends to the lower end of the formwork (20) at the ditch; the clamping plates (3) of the support frame are attached to the outer side of the formwork (20) and extend to the position, on the designed top face of the poured concrete, of the formwork (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221294472.9U CN217460342U (en) | 2022-05-27 | 2022-05-27 | Be used for interior strutting arrangement of construction formwork and inner supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221294472.9U CN217460342U (en) | 2022-05-27 | 2022-05-27 | Be used for interior strutting arrangement of construction formwork and inner supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217460342U true CN217460342U (en) | 2022-09-20 |
Family
ID=83276869
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221294472.9U Expired - Fee Related CN217460342U (en) | 2022-05-27 | 2022-05-27 | Be used for interior strutting arrangement of construction formwork and inner supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217460342U (en) |
-
2022
- 2022-05-27 CN CN202221294472.9U patent/CN217460342U/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 |
Granted publication date: 20220920 |