CN215165197U - A typical forms for concreting retaining wall - Google Patents
A typical forms for concreting retaining wall Download PDFInfo
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- CN215165197U CN215165197U CN202023320163.8U CN202023320163U CN215165197U CN 215165197 U CN215165197 U CN 215165197U CN 202023320163 U CN202023320163 U CN 202023320163U CN 215165197 U CN215165197 U CN 215165197U
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Abstract
The utility model discloses a typical forms for concreting barricade, including two first fixed die plate and two second fixed die plate, the concave type draw-in groove that two symmetries set up is seted up to first fixed die plate lateral wall, the T type fixture block that two symmetries of second fixed die plate lateral wall fixedly connected with set up, homonymy two T type fixture block lateral wall and two concave type draw-in groove inside walls are sliding connection respectively. The utility model discloses, under concave type draw-in groove, T type fixture block, first boss, second boss, vertical reinforcing apparatus and horizontal reinforcing apparatus mutually supported, through combining two first fixed templates and two second fixed templates, use vertical reinforcing apparatus and horizontal reinforcing apparatus to consolidate it, it is more convenient to let the device installation dismantle, compares in plank sheathing preparation design mould, and the device can recycle, and the equipment is simple, further the cost is reduced.
Description
Technical Field
The utility model relates to a pour template technical field, especially relate to a typical forms for concreting barricade.
Background
The concrete retaining wall is vertical to the longitudinal cutting diagram of wall body, the wall is extended along the dam body, the holes are continuously formed in the loose and permeable foundation, the wall is fixed by slurry, and the concrete is poured into the holes to form the wall-shaped seepage-proofing building, so that it can ensure the seepage stability of foundation and safety of gate dam, and can fully play the important role of reservoir benefit.
At present when concreting the retaining wall, can use the plank sheathing to pour usually, through using the bolt fastening to be in the same place two adjacent design template, all fix the back when whole plank sheathing, still need use many stiffeners to strengthen fixedly to it, but current plank sheathing needs the scene to be processed, and is troublesome and arduous, and produces saw-dust and abandonment template easily, has consumeed manpower and financial resources simultaneously, has increased the cost.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem that the processing of wooden template is difficult and troublesome to make the fixed form among the prior art, and the fixed form who is used for pouring the concrete barricade that provides.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a typical forms for concreting retaining wall, includes two first fixed die plate and two second fixed die plate, the concave type draw-in groove that two symmetries set up is seted up to first fixed die plate lateral wall, the T type fixture block that two symmetries of second fixed die plate lateral wall fixedly connected with set up, homonymy two T type fixture block lateral wall and two concave type draw-in groove inside walls are sliding connection respectively, first fixed die plate and two second fixed die plate lateral walls are the first boss and the second boss of fixedly connected with respectively, first fixed die plate and two second fixed die plate lateral walls are equipped with vertical reinforcing apparatus and horizontal reinforcing apparatus respectively, a plurality of wash ports have been seted up to first fixed die plate lateral wall.
Preferably, the longitudinal reinforcing device comprises two first reinforcing holes formed in the outer side wall of the first reinforcing block, the outer side wall of the first fixing template is fixedly connected with a plurality of first fixing half rings, and the inner side walls of the first fixing half rings and the inner side walls of the first reinforcing holes are connected with the same first fixing bolt in a sliding mode.
Preferably, the transverse reinforcing device comprises a second reinforcing hole formed in the outer side wall of the second reinforcing block, the outer side wall of the second fixing template is fixedly connected with a plurality of second fixing half rings, and the inner side walls of the second fixing half rings and the inner side walls of the second reinforcing hole are connected with the same second fixing bolt in a sliding mode.
Preferably, two first handles and one second handle are fixedly connected to the tops of the first fixed template and the two second fixed templates respectively.
Preferably, the first reinforcing block and the second reinforcing block each have a triangular cross-sectional shape.
Preferably, a plurality of fixing nails are fixedly connected to the bottoms of the first reinforcing block and the second reinforcing block.
The utility model has the advantages that:
under concave type draw-in groove, T type fixture block, first boss, second boss, vertical reinforcing apparatus and horizontal reinforcing apparatus mutually support, through combining two first fixed templates and two second fixed templates, use vertical reinforcing apparatus and horizontal reinforcing apparatus to consolidate it, it is more convenient to let the device installation dismantle, compares in plank sheathing preparation design mould, and the device can recycle, and the equipment is simple, further the cost is reduced.
Drawings
Fig. 1 is a schematic structural view of a form for placing a concrete retaining wall according to the present invention;
fig. 2 is a sectional top view of a form for placing a concrete retaining wall according to the present invention;
fig. 3 is a side view of the first fixed die plate in the form for placing the concrete retaining wall of the present invention.
In the figure: 1. a first fixed template; 2. a second fixed template; 3. a concave slot; 4. a T-shaped fixture block; 5. a first reinforcing block; 6. a second reinforcing block; 7. a first reinforcement hole; 8. a first stationary half ring; 9. a first securing latch; 10. fixing nails; 11. a second reinforcement hole; 12. a second stationary half ring; 13. a second securing latch; 14. a first handle; 15. a second handle; 16. and (4) draining the water.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Referring to fig. 1-3, a form die plate for pouring concrete retaining wall, includes two first fixed die plates 1 and two second fixed die plates 2, concave type draw-in grooves 3 that two symmetries set up are seted up to first fixed die plate 1 lateral wall, two T type fixture blocks 4 that the symmetry set up are fixedly connected with to 2 lateral walls of second fixed die plates, sliding connection respectively is distinguished with two concave type draw-in grooves 3 inside walls to two T type fixture blocks 4 lateral walls of homonymy, two first in command 14 and one second in command 15 of fixedly connected with respectively at first fixed die plate 1 and 2 tops of two second fixed die plates.
The outer side walls of the first fixed template 1 and the two second fixed templates 2 are fixedly connected with a first reinforcing block 5 and a second reinforcing block 6 respectively, the cross-sectional shapes of the first reinforcing block 5 and the second reinforcing block 6 are all triangular, a plurality of fixing nails 10 are fixedly connected to the bottom of the first reinforcing block 5 and the bottom of the second reinforcing block 6, the outer side walls of the first fixed template 1 and the two second fixed templates 2 are respectively provided with a longitudinal reinforcing device and a transverse reinforcing device, the longitudinal reinforcing device comprises two first reinforcing holes 7 formed in the outer side wall of the first reinforcing block 5, a plurality of first fixed semi-rings 8 are fixedly connected to the outer side wall of the first fixed template 1, and the inner side walls of the first fixed semi-rings 8 and the first reinforcing holes 7 on the same side are slidably connected with a same first fixing bolt 9.
The transverse reinforcing device comprises a second reinforcing hole 11 formed in the outer side wall of the second reinforcing block 6, a plurality of second fixed half rings 12 fixedly connected to the outer side wall of the second fixed template 2, and the same second fixing bolt 13 slidably connected to the inner side walls of the second fixed half rings 12 and the second reinforcing hole 11 on the same side.
The outer side wall of the first fixed template 1 is provided with a plurality of water drainage holes 16.
The working principle is as follows: when the device is needed to manufacture a cast concrete retaining wall, the templates are firstly assembled, one of the first fixed templates 1 is lifted up by a crane, the T-shaped fixture block 4 on one of the second fixed templates 2 is clamped into the concave clamping groove 3, and the two first fixed templates 1 and the second fixed templates 2 are fixed;
then clamping the concave clamping groove 3 on the other first fixed template 1 along the other T-shaped clamping block 4 of the second fixed template 2, clamping the T-shaped clamping block 4 into the concave clamping groove 3 by using the other second fixed template 2 by using a crane, and after the assembly is completed, as shown in fig. 2;
fixing a first handle 14 by using a crane, moving the assembled template to a flat ground to be poured, lowering the device until the device is contacted with the ground after a worker determines a position in an auxiliary way, and extending a plurality of fixing nails 10 to the ground bottom for primary fixing;
then, the first fixing bolt 9 penetrates through the first fixing half ring 8 and the first reinforcing hole 7 until the first fixing bolt is contacted with the ground, the second fixing bolt 13 penetrates through the second fixing half ring 12 and the second reinforcing hole 11 until the second fixing bolt is contacted with the ground, a hammer is used for hammering the first fixing bolt 9 and the second fixing bolt 13, the first fixing bolt 9 and the second fixing bolt 13 are hammered to the bottom of the ground, so that the first fixing template 1 and the second fixing template 2 are fixed, the whole device is fixed, manual correction is carried out in place according to a vertical template side line and a template control line, and the method belongs to the prior art and is not described in detail herein;
the drainage pipe is inserted into one of the drainage holes 16 and extended from the other drainage hole 16, concrete is poured into the apparatus, after the concrete is solidified, the first handle 14 is fixed by using a crane, the whole apparatus is pulled upward, the outer side walls of the first and second fixed formworks 1 and 2 slide on the outer side wall of the concrete during the pulling-up until the apparatus is completely removed, the apparatus is moved to the next casting area, and the above process is repeated.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. A shaping template for casting a concrete retaining wall comprises two first fixed templates (1) and two second fixed templates (2), it is characterized in that the outer side wall of the first fixed template (1) is provided with two concave clamping grooves (3) which are symmetrically arranged, the outer side wall of the second fixed template (2) is fixedly connected with two T-shaped clamping blocks (4) which are symmetrically arranged, the outer side walls of the two T-shaped clamping blocks (4) at the same side are respectively connected with the inner side walls of the two concave clamping grooves (3) in a sliding way, the outer side walls of the first fixed template (1) and the two second fixed templates (2) are respectively fixedly connected with a first reinforcing block (5) and a second reinforcing block (6), the outer side walls of the first fixed template (1) and the two second fixed templates (2) are respectively provided with a longitudinal reinforcing device and a transverse reinforcing device, the outer side wall of the first fixed template (1) is provided with a plurality of water drainage holes (16).
2. A form for placing a concrete retaining wall according to claim 1, wherein said longitudinal reinforcement means comprises two first reinforcement holes (7) formed on the outer side wall of the first reinforcement block (5), a plurality of first retaining half rings (8) are fixedly connected to the outer side wall of said first retaining form (1), and the same first fixing bolt (9) is slidably connected to the inner side walls of said first retaining half rings (8) and said first reinforcement holes (7) on the same side.
3. A form work for placing a concrete retaining wall according to claim 1, wherein said lateral reinforcement means comprises a second reinforcement hole (11) formed on the outer side wall of the second reinforcement block (6), a plurality of second retaining half rings (12) are fixedly connected to the outer side wall of said second retaining work (2), and the same second fixing bolt (13) is slidably connected to the inner side walls of said second retaining half rings (12) and said second reinforcement hole (11) on the same side.
4. A form for casting a concrete retaining wall according to claim 1, wherein two first handles (14) and one second handle (15) are fixedly connected to the top of the first fixed form (1) and the two second fixed forms (2), respectively.
5. A formwork for casting a concrete retaining wall according to claim 1, wherein the first reinforcement block (5) and the second reinforcement block (6) are each triangular in cross-sectional shape.
6. A form for casting a concrete retaining wall according to claim 1, wherein a plurality of fixing nails (10) are fixedly connected to the bottom of the first reinforcing block (5) and the second reinforcing block (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023320163.8U CN215165197U (en) | 2020-12-31 | 2020-12-31 | A typical forms for concreting retaining wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023320163.8U CN215165197U (en) | 2020-12-31 | 2020-12-31 | A typical forms for concreting retaining wall |
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| Publication Number | Publication Date |
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| CN215165197U true CN215165197U (en) | 2021-12-14 |
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| CN202023320163.8U Active CN215165197U (en) | 2020-12-31 | 2020-12-31 | A typical forms for concreting retaining wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114892589A (en) * | 2022-04-26 | 2022-08-12 | 四川鼎恒建设工程有限公司 | Narrow river channel retaining wall reinforcing device and reinforcing method |
-
2020
- 2020-12-31 CN CN202023320163.8U patent/CN215165197U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114892589A (en) * | 2022-04-26 | 2022-08-12 | 四川鼎恒建设工程有限公司 | Narrow river channel retaining wall reinforcing device and reinforcing method |
| CN114892589B (en) * | 2022-04-26 | 2024-01-26 | 四川鼎恒建设工程有限公司 | Narrow river retaining wall reinforcing device and reinforcing method |
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