CN214644563U - Novel on-spot precast concrete board template - Google Patents
Novel on-spot precast concrete board template Download PDFInfo
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- CN214644563U CN214644563U CN202120391698.XU CN202120391698U CN214644563U CN 214644563 U CN214644563 U CN 214644563U CN 202120391698 U CN202120391698 U CN 202120391698U CN 214644563 U CN214644563 U CN 214644563U
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- section steel
- adjusting screw
- precast concrete
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Abstract
The utility model discloses a novel on-spot precast concrete slab template, be in two including two channel-section steels and parallel arrangement the flitch of pouring between the channel-section steel, just the channel-section steel with it distributes to be the rectangle between the flitch to pour, two be provided with clamping component between the channel-section steel, the last slip of clamping component sets up the locating lever in the channel-section steel outside, it is provided with adjusting screw to rotate on the locating lever, threaded mounting has the anchorage bar on the adjusting screw, just the anchorage bar slides and sets up in another the channel-section steel outside, threaded mounting is used for the restriction on the adjusting screw the lock nut of anchorage bar roll-off. The utility model has the advantages of reasonable design, conveniently carry out site operation, have simple structure, simple operation, low in production cost's characteristics.
Description
Technical Field
The utility model relates to a construction field especially relates to a novel on-spot precast concrete slab template.
Background
In modern buildings, cast-in-place concrete floors are mostly adopted. Due to the shortage of workers and the growing aging problem, the assembly type building appears. The industrialized production of part of components in factories or construction sites is realized, the components are equivalent to standard products, and the components are directly installed after meeting the requirements. The prefabricated member is a member applied to the fields of buildings, traffic, water conservancy and the like. The strong plasticity of the concrete makes the concrete prefabricated member widely applicable. In the field of engineering construction, concrete prefabricated parts are widely applied to the aspects of traffic, municipal administration, water conservancy and the like; in the construction field, although the use of prefabricated members has not been widespread in China, the prefabricated members are developed in the west and have been widely used in the construction of houses, office buildings, hospitals, schools, and the like.
However, most of the existing concrete templates are directly built and used on buildings, the template building procedure is complicated, the production cost is high, the site construction is not convenient, and certain defects exist.
Disclosure of Invention
An object of the utility model is to provide a novel on-spot precast concrete slab template conveniently carries out the site operation, and reduction in production cost promotes the efficiency of site operation.
The utility model discloses a realize like this:
a novel on-site precast concrete slab template comprises two channel steels and a pouring batten arranged between the two channel steels in parallel, wherein the channel steels and the pouring batten are distributed in a rectangular shape;
two be provided with clamping component between the channel-section steel, the last setting that slides of clamping component is in the locating lever in the channel-section steel outside, it is provided with adjusting screw to rotate on the locating lever, threaded mounting has the anchorage bar on the adjusting screw, just the anchorage bar slides and sets up in another channel-section steel outside, threaded mounting has the lock nut who is used for restricting the anchorage bar roll-off on the adjusting screw.
And filling battens are arranged in the groove of the channel steel, and positioning grooves for the positioning rods and the fastening rods to slide up and down are formed in the filling battens.
And one end of the adjusting screw, which is far away from the positioning rod, is fixedly provided with a fastening block.
The number of the clamping assemblies is at least two.
And the pouring battens are in fit contact with the surfaces of the channel steels.
The utility model has the advantages of reasonable design, the mode that adopts the template to assemble carries out the cast in situ of prefab, conveniently carries out the site operation, and the template adopts standardized production and can have enough to meet the need the use many times simultaneously, has not only promoted the production quality of prefab, has also reduced the manufacturing cost of prefab simultaneously.
Drawings
Fig. 1 is a schematic overall structure diagram of a site precast concrete slab formwork of the present invention;
fig. 2 is the clamping assembly schematic structure of the utility model discloses on-spot precast concrete slab template.
In the figure, 1, channel steel; 2. pouring battens; 3. a clamping assembly; 4. positioning a rod; 5. adjusting the screw rod; 6. a fastening rod; 7. a lock nut; 8. filling battens; 9. positioning a groove; 10. and (5) fastening the block.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to fig. 1 and 2, the novel cast-in-place precast concrete slab formwork comprises two channel steels 1 and a casting batten 2 arranged between the two channel steels 1 in parallel, wherein the channel steels 1 and the casting batten 2 are distributed in a rectangular shape;
two be provided with clamping component 3 between the channel-section steel 1, the setting of sliding on clamping component 3 is in locating lever 4 in the channel-section steel 1 outside, it is provided with adjusting screw 5 to rotate on the locating lever 4, threaded mounting has anchorage bar 6 on adjusting screw 5, just anchorage bar 6 slides and sets up in another channel-section steel 1 outside, threaded mounting has the lock nut 7 that is used for the restriction on adjusting screw 5 the 6 roll-offs of anchorage bar.
And a filling batten 8 is arranged in the groove of the channel steel 1, and a positioning groove 9 for enabling the positioning rod 4 and the fastening rod 6 to slide up and down is arranged on the filling batten 8. In this embodiment, insert locating lever 4 and anchorage bar 6 behind the constant head tank 9, can conveniently carry out firm fastening to channel-section steel 1, and then realize putting up fast of template, promote the on-the-spot production efficiency of prefab.
And a fastening block 10 is fixedly arranged at one end of the adjusting screw rod 5, which is far away from the positioning rod 4. In this embodiment, fastening block 10 sets up at adjusting screw 5 tip to usable spanner carries out fastening block 10's rotation, conveniently carries out firm fastening to channel-section steel 1, and then makes things convenient for the scene of template to build.
The number of the clamping assemblies 3 is at least two. In this embodiment, in order to guarantee that it is good to pour between flitch 2 and the channel-section steel 1, adopt two sets of clamping components 3 to fasten channel-section steel 1 at least, avoid the concrete from channel-section steel 1 and pour the clearance outflow between flitch 2.
The pouring battens 2 are in fit contact with the surface of the channel steel 1. In this embodiment, pour laminating contact between flitch 2 and the channel-section steel 1 surface, reduced channel-section steel 1 greatly and pour the clearance between the flitch 2, reduced the loss of concrete effectively, also promoted the quality of pouring of prefab simultaneously.
During the construction, at first according to the size of a dimension selection of prefab with it assorted flitch 2 of pouring, and pour flitch 2 with two and place between two channel-section steels 1, can use the spanner to rotate the anchorage block 10 after confirming two intervals of pouring flitch 2, adjusting screw 5 takes place to rotate, anchorage bar 6 that the screw thread was installed on adjusting screw 5 can not rotate along with adjusting screw 5 owing to receiving the restriction of constant head tank 9, anchorage bar 6 can only drive channel-section steel 1 and remove along adjusting screw 5's length direction, interval between channel-section steel 1 constantly reduces along with, it is pressed from both sides tightly to be located pouring flitch 2 between two channel-section steels 1, form the groove of pouring of a rectangle, it makes its anchorage bar 6 that closely laminates to rotate lock nut 7 simultaneously. In order to ensure the connection between the casting batten 2 and the channel steel 1, a plurality of clamping assemblies 3 can be used for fastening the channel steel 1. And after the template is built, pouring of the prefabricated part can be performed inside the template. After the prefabricated member is poured and shaped, the fastening block 10 is rotated reversely to realize the removal of the template.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and should not be taken as limiting the scope of the present invention, therefore, any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention should be included in the scope of the present invention.
Claims (5)
1. A novel on-site precast concrete slab template comprises two channel steels (1) and a pouring batten (2) arranged between the two channel steels (1) in parallel, wherein the channel steels (1) and the pouring batten (2) are distributed in a rectangular shape;
the method is characterized in that: two be provided with clamping component (3) between channel-section steel (1), the setting of sliding on clamping component (3) is in locating lever (4) in the channel-section steel (1) outside, it is provided with adjusting screw (5) to rotate on locating lever (4), threaded mounting has anchorage bar (6) on adjusting screw (5), just anchorage bar (6) slide and set up in another channel-section steel (1) outside, threaded mounting is used for the restriction on adjusting screw (5) lock nut (7) of anchorage bar (6) roll-off.
2. The new form for precast concrete panel in situ as set forth in claim 1, wherein: and a filling batten (8) is arranged in the groove of the channel steel (1), and a positioning groove (9) for the positioning rod (4) and the fastening rod (6) to slide up and down is arranged on the filling batten (8).
3. The new form for precast concrete panel in situ as set forth in claim 1, wherein: and a fastening block (10) is fixedly arranged at one end of the adjusting screw rod (5) far away from the positioning rod (4).
4. The new form for precast concrete panel in situ as set forth in claim 1, wherein: the number of the clamping assemblies (3) is at least two.
5. The new form for precast concrete panel in situ as set forth in claim 1, wherein: the pouring battens (2) are in fit contact with the surfaces of the channel steel (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120391698.XU CN214644563U (en) | 2021-02-22 | 2021-02-22 | Novel on-spot precast concrete board template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120391698.XU CN214644563U (en) | 2021-02-22 | 2021-02-22 | Novel on-spot precast concrete board template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214644563U true CN214644563U (en) | 2021-11-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120391698.XU Active CN214644563U (en) | 2021-02-22 | 2021-02-22 | Novel on-spot precast concrete board template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214644563U (en) |
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2021
- 2021-02-22 CN CN202120391698.XU patent/CN214644563U/en active Active
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