CN217812367U - Template is exempted from to punch and can be had enough to meet need small-size template anchor clamps - Google Patents
Template is exempted from to punch and can be had enough to meet need small-size template anchor clamps Download PDFInfo
- Publication number
- CN217812367U CN217812367U CN202221232327.8U CN202221232327U CN217812367U CN 217812367 U CN217812367 U CN 217812367U CN 202221232327 U CN202221232327 U CN 202221232327U CN 217812367 U CN217812367 U CN 217812367U
- Authority
- CN
- China
- Prior art keywords
- template
- splint
- size
- screw
- punch
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a template exempts from to punch and can have enough to meet need small-size template anchor clamps, including two splint, handle through the screw rod two splint have been stringed, will two splint are placed in needs reinforced (rfd) template both sides two splint outside install the gasket on the screw rod, and pass through the nut at screw rod both ends is screwed up and is realized the fixed reinforced (rfd) template of interval of two splint. The utility model can realize accurate positions of secondary structure ring beam, lintel, small cross section size member and the like, and avoid the phenomena of displacement, expansion and the like; the operation of workers is simple and the workers can be repeatedly used; the template or the air-adding block is not needed to be punched for reinforcement, and the turnover frequency of the template is increased.
Description
Technical Field
The utility model relates to a construction technical field, in particular to template exempts from to punch can have enough to meet need small-size template anchor clamps.
Background
In the construction of a secondary structure, the lintel, the ring beam, the windowsill coping and part of the constructional column template are not easy to reinforce on the premise of not damaging the original gas filling block and not punching holes, and common quality problems such as mold expansion and slab staggering are easy to occur after reinforcement. Therefore, the template punching-free and turnover-free small-size template clamp which is simple to operate and convenient to use and can ensure that common quality problems such as mold expansion and dislocation are not easily caused by lintel, ring beam and windowsill coping without penetrating through a template and adding building blocks for reinforcement is quite necessary.
In view of this, the utility model discloses it is special.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model reside in overcoming prior art's is not enough, providing a template and exempt from to punch and to have enough to meet the need small-size template fixture, it can be fixed with the template both sides, not only can realize consolidating and not destroy original brickwork, and is difficult for producing quality common faults such as mould dislocation, and simple and practical can practice thrift the project cost.
In order to solve the technical problem, the utility model adopts the technical scheme that: the utility model provides a template exempts from to punch and can have enough to meet need small-size template anchor clamps, includes two splint, through the screw rod handle two splint are strung, will two splint are placed in needs reinforced (rfd) template both sides the two splint outsides install the gasket on the screw rod, and pass through the nut at screw rod both ends is screwed up and is realized the fixed reinforced (rfd) template in interval of two splint.
Preferably, one of the two clamping plates and one end of the screw are welded firmly, a screw hole is reserved in the other clamping plate, the other end of the screw penetrates through the screw hole to be installed on the gasket, and the reinforcing template is fixed at the interval between the two clamping plates through screwing the nut.
Preferably, the distance between the screw and the top end of the template is 3-8 cm.
Preferably, the reserved screw hole is arranged above the clamping plate.
Preferably, the width of the two clamping plates does not exceed 30cm.
Preferably, the template clamp is arranged on the template at intervals of 80-120 cm.
Preferably, the breaking strength of the two splints is not lower than 10N/mm 2 The sheet material of (2).
After the technical scheme is adopted, compared with the prior art, the utility model following beneficial effect has:
1. the accurate positions of the secondary structure ring beam, the lintel, the coping small-section-size component and the like are realized, and the phenomena of displacement, mold expansion and the like are avoided;
2. the operation of workers is simple and the workers can be repeatedly used;
3. the template or the air-adding block is not needed to be punched for reinforcement, and the turnover frequency of the template is increased.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic view of a lintel form on the reinforced masonry of the present invention;
FIG. 3 is a detailed view of the application of FIG. 2 of the present invention;
in the figure: 1-clamping a plate; 2-a screw; 3-a gasket; 4-screw cap.
Detailed Description
The invention will be further described with reference to the accompanying drawings and specific embodiments to assist understanding of the invention.
As shown in fig. 1 to 3, when the small-size template of secondary structure is consolidated, the template is used and is exempted from to punch and the small-size template anchor clamps that can have enough to meet need are used, including two splint 1, through screw rod 2 two splint 1 are stringed, will two splint 1 place in the reinforced template both sides of needs installation gasket 3 on the screw rod 2 in two splint 1 outsides, and pass through the nut 4 at screw rod 2 both ends is screwed up and is realized the fixed reinforced template of interval of two splint 1. Mounting pad 3 can increase area of contact, reduces pressure, protection splint 1 and nut 4, the utility model discloses do not need the template to punch and consolidate and can reach the fixed effect of template.
In addition, one of the two clamping plates 1 and one end of the screw rod 2 are welded firmly, a screw rod hole is reserved in the other clamping plate, the other end of the screw rod 2 penetrates through the screw rod hole to be installed on the gasket 3, and the reinforcing template is fixed at the interval between the two clamping plates 1 through screwing up the screw cap 4. The distance between the screw rod 2 and the top end of the template is 3-8 cm. The reserved screw hole is arranged above the clamping plate 1. The width of the two clamping plates 1 is not more than 30cm. The template clamp is arranged on the template every 80-120 cm. The rupture strength of the two splints 1 is not less than 10N/mm 2 The sheet material of (2). The utility model discloses guarantee that component positions such as secondary structure lintel, constructional column, collar tie beam are accurate, avoid appearing phenomena such as displacement, bloated mould.
The utility model can realize that the template is not perforated and reinforced by the conventional counter-pulling screw, the positions of the components such as the secondary structure lintel, the constructional column, the ring beam and the like are accurate when pouring concrete, and the common quality problems such as concrete slab staggering, expansion die and the like are avoided; after that, when concrete pouring is completed and the formwork stripping condition is achieved, the screw cap 4 is unscrewed anticlockwise, the clamp plate 1 is loosened and then the clamp is taken down, and the clamp plate can be repeatedly used when being reinforced next time.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (7)
1. The utility model provides a template exempts from to punch and can have enough to meet need small-size template anchor clamps, its characterized in that includes two splint (1), through screw rod (2) handle two splint (1) are strung, will place in needs reinforced (rfd) template both sides two splint (1) the outside install gasket (3) on screw rod (2), and pass through nut (4) the screw rod (2) both ends are screwed up and are realized the fixed reinforcement template of interval of two splint (1).
2. The template punching-free recyclable small-size template clamp as claimed in claim 1, characterized in that one of the two clamping plates (1) is firmly welded with one end of the screw (2), the other clamping plate is provided with a screw hole, the other end of the screw (2) penetrates through the screw hole to mount the gasket (3), and the distance between the two clamping plates (1) is fixed and the template is reinforced by screwing the nut (4).
3. The template drilling-free recyclable small-size template clamp as claimed in claim 2, wherein the screw (2) is 3-8 cm away from the top end of the template.
4. The template drilling-free recyclable small-size template clamp as claimed in claim 3, characterized in that the reserved screw holes are arranged above the clamping plates (1).
5. A template punch-free recyclable small size template clamp as claimed in claim 4, characterized in that the width of the two clamping plates (1) does not exceed 30cm.
6. The template drilling-free recyclable small-size template clamp as claimed in any one of claims 1 to 5, wherein the template clamp is arranged on the template at intervals of 80-120 cm.
7. A template punch-free recyclable small-size template clamp as claimed in claim 6, characterized in that the two clamping plates (1) are not less than 10N/mm in flexural strength 2 The sheet material of (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221232327.8U CN217812367U (en) | 2022-05-23 | 2022-05-23 | Template is exempted from to punch and can be had enough to meet need small-size template anchor clamps |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221232327.8U CN217812367U (en) | 2022-05-23 | 2022-05-23 | Template is exempted from to punch and can be had enough to meet need small-size template anchor clamps |
Publications (1)
Publication Number | Publication Date |
---|---|
CN217812367U true CN217812367U (en) | 2022-11-15 |
Family
ID=83985146
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202221232327.8U Active CN217812367U (en) | 2022-05-23 | 2022-05-23 | Template is exempted from to punch and can be had enough to meet need small-size template anchor clamps |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN217812367U (en) |
-
2022
- 2022-05-23 CN CN202221232327.8U patent/CN217812367U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN211007659U (en) | Device for controlling forming of embedded steel plate in concrete column on column surface | |
CN101487293A (en) | Concreting method with different intensity grades for beam column nodes | |
CN207988490U (en) | A kind of easy device that deformation joint shear wall formwork installs | |
JP2994222B2 (en) | Construction method of cast-in-place slab of precast concrete girder and its formwork | |
CN215802568U (en) | Pre-buried I-steel locating component that encorbelments in superimposed sheet | |
CN111236647A (en) | Constructional column oblique split bolt and construction method of fixed template thereof | |
CN217812367U (en) | Template is exempted from to punch and can be had enough to meet need small-size template anchor clamps | |
CN207177286U (en) | Add region mould after fabricated shear wall is reserved | |
CN205077525U (en) | Basement waterproof concrete bottom plate post -cast strip is with novel waterstop structure | |
CN213330018U (en) | L type constructional column template reinforcing apparatus | |
CN210658959U (en) | Constructional column concrete placement construction structures of smashing | |
CN210563363U (en) | Pouring template without tie bar hole | |
CN205476451U (en) | Construction liquid die plate climbing device | |
CN211898553U (en) | Fixing template of underground pipe gallery band steel edge rubber waterstop | |
CN114045750B (en) | Construction method of high pier column tie beam | |
CN114934669A (en) | Template is exempted from to punch and can be had enough to meet need small-size template anchor clamps | |
CN215052265U (en) | Reinforced concrete thin wall body reinforced structure | |
JP3707006B2 (en) | New method for opening openings in existing masonry walls | |
CN212224611U (en) | Shear force wall pouring template reinforcing apparatus | |
CN205387817U (en) | Shear wall template's system of assembling | |
CN211691450U (en) | Slurry leakage prevention device for prefabricated side embedded steel bars of laminated slab beam | |
CN213014747U (en) | Construction joint waterproof construction structure of building plate-shaped member | |
CN212428058U (en) | Can have enough to meet need spool reservation mould suitable for aluminum mould board | |
CN210946354U (en) | Temporary road with in-situ prefabricated reinforced concrete prefabricated slab | |
KR100695491B1 (en) | A fixing device, a pre-fabricating forms for concrete-structure and the construction method thereof |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |