CN214462491U - Die carrier and suspension type template - Google Patents
Die carrier and suspension type template Download PDFInfo
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- CN214462491U CN214462491U CN202023111793.4U CN202023111793U CN214462491U CN 214462491 U CN214462491 U CN 214462491U CN 202023111793 U CN202023111793 U CN 202023111793U CN 214462491 U CN214462491 U CN 214462491U
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Abstract
The utility model relates to a construction field, concretely relates to die carrier and suspension type template. The formwork comprises supporting beams, the supporting beams are arranged in parallel, at least one group of suspension adjusting components used for suspending and adjusting the formwork are mounted on the supporting beams, a left side formwork and a right side formwork are suspended on the suspension adjusting components, a concrete pouring cavity is formed between the left side formwork and the right side formwork, and supporting vertical rods are mounted at the lower ends of the supporting beams at intervals. The template comprises a left template and a right template, wherein the left template and the right template are formed by assembling suspension beams, I-beams and panels, the suspension beams are arranged at intervals, the I-beams are arranged on the suspension beams at intervals, the panels are arranged on the I-beams at intervals, and suspension holes and connecting holes are formed in the suspension beams. The utility model discloses the template wholeness is good, and the location regulating plate can drive template horizontal adjustment and rotatory drawing of patterns, and it is simple and convenient to prop up and tear open, and the turnover usability is good, saves the cost, can improve template construction quality and efficiency of construction by a wide margin.
Description
Technical Field
The utility model relates to a construction field, concretely relates to suspension type template and die carrier among the template engineering.
Background
In the formwork engineering of the building industry, a loose formwork or a sizing formwork is often adopted for constructing a wall structure, and a form is erected and disassembled in a split hoisting and opposite pulling or supporting reinforcement mode, so that a large number of opposite pull rods and inclined support materials are required to be input during the formwork construction, the integral erecting line type quality is low, the construction efficiency is low, a water stop pull rod is required to be adopted and holes are reserved for a concrete structure with a water stop requirement, then plugging is carried out, the cost input of construction materials and the like is increased, and a large number of personnel and equipment are required to be input due to the complex construction process.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving when the construction wall structure need drop into a large amount of diagonal tension rods and bearing diagonal material and carry out the template and erect, wholly erect the not high and technical problem that the efficiency of construction is low of line type quality, provide a die carrier that can hang the template, changed traditional template monolithic equipment alignment and to drawing reinforced (rfd) construction mode, suspension type template and die carrier structure turnover usability are good moreover, and prop up and tear open portably, can save a large amount of cost of labor and time cost.
The utility model discloses a another purpose is in order to solve scattered template or typical forms and need the block hoist and mount and to drawing or support the reinforcement, need drop into a large amount of personnel and equipment, the low and with high costs technical problem of efficiency of construction provides a suspension type template, and its structure light in weight, convenient hoist and mount use, and the template wholeness is good, does not use the opposite pull rod, can improve template construction quality and efficiency of construction by a wide margin.
The utility model discloses a realize that the technical scheme that above-mentioned purpose adopted is: the formwork comprises supporting beams, the supporting beams are arranged in parallel, at least one group of suspension adjusting components used for suspending and adjusting the formwork are mounted on the supporting beams, a left side formwork and a right side formwork are suspended on the suspension adjusting components, a concrete pouring cavity is formed between the left side formwork and the right side formwork, and supporting vertical rods are mounted at the lower ends of the supporting beams at intervals.
Further, hang the adjusting part and include location regulating plate and adjustable support down tube, set up the strip installation pinhole of installation pinhole and vertical slope on the location regulating plate, wear to establish the round pin axle in installation pinhole and the strip installation pinhole respectively, the location regulating plate is installed on a supporting beam through the round pin axle, and the round pin axle is worn to establish simultaneously in the horizontal spout on a supporting beam, the location regulating plate passes through timing bolt and lock nut locking fixed, the timing bolt is worn to locate on the fixed plate of installation on location regulating plate and a supporting beam to lock through lock nut, the template is hung to location regulating plate lower extreme, adjustable support down tube one end is articulated with a supporting beam, and the adjustable support down tube other end is connected with the template.
Furthermore, a circular mounting pin hole for mounting the positioning adjusting plate on the supporting beam and a strip-shaped mounting pin hole vertically inclined by 75-85 degrees are formed in the positioning adjusting plate.
Furthermore, the lower end of the positioning adjusting plate is provided with a circular mounting pin hole for hanging the template, a pin shaft penetrates through the circular mounting pin hole, and the template is hung on the positioning adjusting plate through the pin shaft.
Furthermore, the adjustable supporting inclined rod is a spiral telescopic rod.
Further, the supporting upright rods are spiral telescopic rods.
The utility model discloses a realize that the technical scheme that another purpose adopted is: suspension type template, including left side template and right side template, form the concrete placement cavity between left side template and the right side template, left side template and right side template form by hanging beam, I-beam and panel assembling, hanging beam interval arrangement, the I-beam is installed on hanging beam and interval arrangement, the panel is installed on interval arrangement's I-beam, hang hole and connecting hole have been seted up on the hanging beam.
Further, the I-shaped beams are arranged at intervals of not more than 0.3 m.
Further, the suspension beam is a double-spliced back-buckling type 14# channel steel.
Further, the panel is a bamboo plywood.
The utility model discloses the die carrier template hangs on a supporting beam through the location regulating plate, the location regulating plate can be on a supporting beam horizontal migration to can drive template horizontal adjustment, vertical slope strip installation pinhole and the shrink of supporting the down tube that sets up on the location regulating plate can make the location regulating plate drive the rotatory drawing of patterns of template, this die carrier has changed traditional template monolithic equipment alignment and to drawing reinforced (rfd) construction mode, it is simple and convenient to prop up tear open, and can recycle, turnover usability is good, can save a large amount of cost of labor and time cost.
The utility model discloses suspension type template structure piecemeal spelling, template weight control are less than 70kg per square metre, and its structure light in weight, convenient hoist and mount use, the template wholeness is good, can cancel template counter pull rod and supplementary bearing structure, and the cost drops into fewly, can improve template simultaneously by a wide margin and prop up and tear open the efficiency of construction, promote construction quality.
Drawings
Fig. 1 is a structural diagram of a mold frame (with a mold plate) according to the present invention.
Fig. 2 is a structural diagram of the mold frame (without the mold plate) of the present invention.
Fig. 3 is a top view of the mold frame structure of the present invention.
Fig. 4 is the installation schematic diagram of the positioning adjustment plate of the present invention.
Fig. 5 is a structure view of the positioning adjustment plate of the present invention.
Figure 6 is the utility model discloses a set of suspension type template structure picture of installation on the support girder steel.
Fig. 7 is another set of suspended form structure chart of the utility model mounted on the supporting steel beam.
Fig. 8 is a schematic view of the application of the mold frame of the present invention.
In the figure: 1. the concrete structure comprises a bamboo plywood, 2 parts of a wooden I-beam, 3 parts of channel steel, 4 parts of a supporting steel beam, 5 parts of a spiral telescopic rod, 6 parts of a positioning adjusting plate, 7 parts of an adjusting bolt, 8 parts of a pin shaft, 9 parts of a circular mounting pin hole, 10 parts of a strip-shaped mounting pin hole, 11 parts of a concrete structure, 12 parts of a locking nut and 13 parts of a fixing plate.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and examples, but the present invention is not limited to the specific examples.
Example 1
The formwork comprises supporting steel beams 4, the supporting steel beams 4 are double-spliced back-buckling type 16# channel steel, the selection of the supporting steel beams 4 is determined according to the length of a formwork body of the formwork, the rigidity deformation is not larger than 2mm, the supporting steel beams 4 are higher in selection specification as the length of the formwork body is longer, the supporting steel beams 4 are arranged in parallel and are provided with 3 channels, two groups of suspension adjusting components used for suspending and adjusting formworks are installed on each supporting steel beam 4, a left side formwork and a right side formwork are suspended on each group of suspension adjusting components, a concrete pouring cavity is formed between the left side formwork and the right side formwork, supporting vertical rods are installed at the lower ends of the supporting steel beams 4 at intervals, the supporting vertical rods are spiral telescopic rods 5 with the diameter of 89mm, the adjustable height of the spiral telescopic rods 5 is 30cm, and the spiral telescopic rods 5 are installed on the supporting steel beams 4 through pin shafts.
The suspension adjusting assembly comprises a positioning adjusting plate 6 and an adjustable supporting inclined rod, the adjustable supporting inclined rod is a spiral telescopic rod 5, the positioning adjusting plate 6 is formed by welding and assembling double layers of 12mm thick steel plates, a circular mounting pin hole 9 for mounting the positioning adjusting plate 6 on a supporting steel beam 4 and a strip-shaped mounting pin hole 10 with a vertical inclination of 75-85 degrees are formed in the positioning adjusting plate 6, the diameter of a hole formed in the circular mounting pin hole 9 is 2.05cm, the length of the hole formed in the strip-shaped mounting pin hole 10 is not less than 6cm, the width of the hole is 2.05cm, pin shafts 8 are respectively arranged in the circular mounting pin hole 9 and the strip-shaped mounting pin hole 10 in a penetrating mode, the positioning adjusting plate 6 is mounted on the supporting steel beam 4 through the pin shafts 8, the pin shafts 8 are simultaneously arranged in a horizontal sliding groove in the supporting steel beam 4 in a penetrating mode, the positioning adjusting plate 6 is locked and fixed through adjusting bolts 7 and locking nuts 12, the adjusting bolts 7 are arranged on a fixing plate 13 mounted on the positioning adjusting plate 6 and the supporting steel beam 4 in a penetrating mode, the adjustable support angle adjusting device is characterized in that the adjustable support angle adjusting device is locked by locking nuts 12, fixing plates 13 are located at two ends of a positioning adjusting plate 6, an adjusting bolt 7 is a high-strength through buckle M22 screw rod, horizontal adjustment and rotation adjustment of the positioning adjusting plate 6 can be achieved by loosening the locking nuts 12, the horizontal adjustable range of the positioning adjusting plate 6 is not smaller than 10cm, a circular installation pin hole 9 used for hanging a template is formed in the lower end of the positioning adjusting plate 6, a pin shaft 8 penetrates through the circular installation pin hole 9, the template is hung on the positioning adjusting plate 6 through the pin shaft 8, the gap between the pin shaft 8 and the circular installation pin hole 9 is controlled to be not larger than 0.5mm, one end of an adjustable support angle rod is hinged to a support steel beam 4, the other end of the adjustable support angle rod is connected with the hanging template, the expansion amount of the adjustable support angle rod is not smaller than 0.2M, in the embodiment, the pin shaft 8 is made of 45# high-strength steel, and the diameter is 20 mm.
Example 2
The suspended type formwork installed on the supporting steel beam comprises a left side formwork and a right side formwork, a concrete pouring cavity is formed between the left side formwork and the right side formwork, the left side formwork and the right side formwork are formed by assembling a suspended beam, an I-shaped beam and a panel, the suspended beam is a double-split back-buckling type 14# channel steel 3, the channel steel 3 is arranged at intervals, the arrangement interval is consistent with that of a supporting cross beam 4, a suspended hole is formed in the upper end of the channel steel 3, the formwork is suspended on a positioning adjusting plate 6 through the suspended hole, a connecting hole is formed in the lower end of the channel steel 3, and the formwork is connected with a supporting diagonal rod through the connecting hole; the I-beam is an intrinsic I-beam 2, the wooden I-beam 2 is a high-quality hardwood I-beam, the beam height is 0.2m, the wooden I-beam 2 is arranged on the channel steel 3 through a clamp at intervals, and the interval arrangement distance is not more than 0.3 m; the panel is bamboo plywood 1, and bamboo plywood 1 is light-duty plywood, and the thick board is 18mm, and bamboo plywood 1 passes through the screw to be installed on wooden I-beam 2 of interval arrangement, and monolithic template length control is no more than 6m, and monolithic template structure weight control is less than 70 kg/square meter.
When the die carrier of the utility model is used, the suspended type die carrier is assembled in blocks, the assembled die carrier is hung on the positioning adjusting plate 6 through the channel steel 3 for integral hoisting, the length of the single-group die carrier is not more than 6m, the group of die carrier is supported and fixed by 3 supporting steel beams 4, the arrangement distance of the supporting steel beams 4 is not more than 2m, the arrangement distance of the channel steel 3 is consistent with the arrangement distance of each supporting steel beam 4, one end of the adjustable supporting inclined rod is hinged on the supporting steel beam 4, the other end is connected with the die carrier channel steel 3, then the supporting vertical rod, namely the spiral telescopic rod 5, is adjusted, the distance between the supporting steel beam 4 and the concrete structure 11 is not more than 2m, when the horizontal position of the die carrier needs to be adjusted, the locking nut 12 is firstly loosened, the positioning adjusting plate 6 is released from the upper constraint thereof, then the positioning adjusting plate 6 is horizontally moved on the supporting steel beams 4 through the pin shaft 8 and the adjusting bolt 7, the preliminary fine adjustment and positioning is completed, locking the locking nut 12 again to fix the position of the positioning adjusting plate 6, enabling the positioning adjusting plate 6 to be perpendicular to the supporting steel beam 4, finally adjusting the supporting inclined rod, and finely adjusting the template to be in place, so that concrete pouring operation can be carried out; when the template is removed, as shown in fig. 8, firstly, the locking nut 12 is loosened to enable the upper part of the positioning adjusting plate 6 to be in contact constraint, then the supporting inclined rod is contracted, the positioning adjusting plate 6 rotates through the pin shaft 8, namely, the positioning adjusting plate rotates in the vertical strip mounting pin hole 10 with the angle of 75-85 degrees, the template is separated, and the demoulding distance is not less than 3cm from the surface of the concrete structure 11.
The suspended type template structure of the utility model is assembled in blocks, the weight of the template is controlled to be less than 70 kg/square meter, the structure has light weight, convenient hoisting and use, good template integrity, low cost investment, and can eliminate template counter-pull rods and auxiliary support structures, meanwhile, the formwork supporting and dismantling construction efficiency can be greatly improved, the construction quality is improved, the formwork is suspended on the supporting beam through the positioning adjusting plate, the positioning adjusting plate can horizontally move on the supporting beam, thereby driving the template to be horizontally adjusted, enabling the positioning adjusting plate to drive the template to rotate and demould through the vertical inclined strip-shaped mounting pin hole arranged on the positioning adjusting plate and the contraction of the supporting inclined rod, the formwork changes the construction mode of traditional formwork single-piece assembly alignment and opposite pulling reinforcement, is simple and convenient to support and disassemble, the novel solar water heater can be recycled, has good turnover usability, and can save a large amount of labor cost and time cost.
The above description is further detailed in connection with the preferred embodiments of the present invention, and it is not intended that the specific embodiments of the present invention be limited to these descriptions. To the utility model belongs to the technical field of the ordinary technical personnel, do not deviate from the utility model discloses a under the prerequisite of the design, can also make simple deduction and replacement, all should regard as the utility model discloses a protection scope.
Claims (10)
1. The die carrier, its characterized in that: the concrete pouring device comprises a supporting beam, wherein the supporting beam is arranged in parallel, at least one group of suspension adjusting components used for suspending and adjusting templates are mounted on the supporting beam, a left template and a right template are suspended on the suspension adjusting components, a concrete pouring cavity is formed between the left template and the right template, and supporting vertical rods are mounted at the lower end of the supporting beam at intervals.
2. The scaffold of claim 1, wherein: hang the adjusting part and include location regulating plate and adjustable support down tube, set up the strip installation pinhole of installation pinhole and vertical slope on the location regulating plate, wear to establish the round pin axle in installation pinhole and the strip installation pinhole respectively, the location regulating plate is installed on a supporting beam through the round pin axle, and the round pin axle is worn to establish in the horizontal spout on a supporting beam simultaneously, the location regulating plate passes through timing bolt and lock nut locking fixed, the timing bolt is worn to locate on the fixed plate of installation on location regulating plate and the supporting beam to lock through lock nut, location regulating plate lower extreme hangs the template, adjustable support down tube one end is articulated with a supporting beam, and the adjustable support down tube other end is connected with the template.
3. The scaffold of claim 2, wherein: the positioning adjusting plate is provided with a circular mounting pin hole for mounting the positioning adjusting plate on the support beam and a strip-shaped mounting pin hole vertically inclined for 75-85 degrees.
4. The scaffold of claim 2, wherein: the lower end of the positioning adjusting plate is provided with a circular mounting pin hole for hanging a template, a pin shaft penetrates through the circular mounting pin hole, and the template is hung on the positioning adjusting plate through the pin shaft.
5. The scaffold according to any one of claims 2 to 4, wherein: the adjustable supporting inclined rod is a spiral telescopic rod.
6. The scaffold according to any one of claims 1 to 4, wherein: the supporting upright stanchion is a spiral telescopic pole.
7. A suspended form suspended from the form of claim 1, wherein: the concrete pouring device comprises a left side template and a right side template, wherein a concrete pouring cavity is formed between the left side template and the right side template, the left side template and the right side template are formed by assembling suspension beams, I-shaped beams and face plates, the suspension beams are arranged at intervals, the I-shaped beams are arranged on the suspension beams at intervals, the face plates are arranged on the I-shaped beams at intervals, and suspension holes and connecting holes are formed in the suspension beams.
8. The hanging form of claim 7, wherein: the interval arrangement distance of the I-shaped beams is not more than 0.3 m.
9. The hanging form of claim 7, wherein: the suspension beam is a double-spliced back-buckling type 14# channel steel.
10. The hanging form of claim 7, wherein: the panel is a bamboo plywood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023111793.4U CN214462491U (en) | 2020-12-22 | 2020-12-22 | Die carrier and suspension type template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023111793.4U CN214462491U (en) | 2020-12-22 | 2020-12-22 | Die carrier and suspension type template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214462491U true CN214462491U (en) | 2021-10-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023111793.4U Active CN214462491U (en) | 2020-12-22 | 2020-12-22 | Die carrier and suspension type template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214462491U (en) |
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2020
- 2020-12-22 CN CN202023111793.4U patent/CN214462491U/en active Active
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