CN215829402U - Special assembly type template for pouring guide wall of underground continuous wall - Google Patents
Special assembly type template for pouring guide wall of underground continuous wall Download PDFInfo
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- CN215829402U CN215829402U CN202121158937.3U CN202121158937U CN215829402U CN 215829402 U CN215829402 U CN 215829402U CN 202121158937 U CN202121158937 U CN 202121158937U CN 215829402 U CN215829402 U CN 215829402U
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- wall
- formwork
- formwork body
- pouring
- underground continuous
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- 238000009415 formwork Methods 0.000 claims abstract description 58
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims description 7
- 229920003023 plastic Polymers 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 238000007493 shaping process Methods 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a special assembly type formwork for pouring a guide wall of an underground continuous wall, which comprises a first formwork body and a second formwork body, wherein reinforcing plates are embedded in the center positions of the outer walls of the first formwork body and the second formwork body, a plurality of fixing piles are connected to one side of each reinforcing plate, one ends of the fixing piles penetrate through the reinforcing plates and are connected with a top plate, one side of the top plate is respectively connected with the first formwork body and one side of the second formwork body, a first clamping plate is installed on one side of the second formwork body, a bearing is embedded on one side of the first clamping plate, the first clamping plate is movably connected with a connecting rod through the bearing, one end of the connecting rod is connected with a sleeve, the inner wall of the sleeve is provided with threads, one end of the sleeve is connected with a threaded column through the threads, and the outer wall of the threaded column is provided with a plurality of scale strips. This kind of a special assembled template for underground continuous wall leads wall and pours, simple structure is reasonable, and the modern design can effectively improve the work efficiency of construction operation, has higher practical value.
Description
Technical Field
The utility model relates to the technical field of wall construction, in particular to a special assembly type template for pouring a guide wall of an underground continuous wall.
Background
The underground continuous wall is a foundation engineering, and adopts a trenching machine on the ground, and under the condition of slurry wall protection, a long and narrow deep groove is excavated along the peripheral axis of the deep excavation engineering, after the groove is cleaned, a steel reinforcement cage is hung in the groove, then underwater concrete is poured by using a conduit method to construct a unit groove section, and the steps are carried out section by section, so that a continuous reinforced concrete wall is constructed underground to be used as a structure for intercepting water, preventing seepage, bearing and retaining water. The template and the support used in the pouring work of the wall body have direct influence on the quality of the wall body.
Current template and support are assembling the in-process of using, because the structure is too simple, and not only intensity is comparatively weak, and the controllability is relatively poor, need artifical continuous adjustment just can reach the position that accords with the standard, and such miscellaneous process has reduced the work efficiency of whole construction operation. Therefore, the special assembly type formwork for pouring the guide wall of the underground continuous wall is improved.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problems, the utility model provides the following technical scheme:
the utility model discloses a special assembly type formwork for pouring a guide wall of an underground continuous wall, which comprises a first formwork body and a second formwork body, wherein reinforcing plates are embedded in the center positions of the outer walls of the first formwork body and the second formwork body, a plurality of fixing piles are connected to one side of each reinforcing plate, one ends of the fixing piles penetrate through the reinforcing plates and are connected with a top plate, one side of the top plate is respectively connected with one sides of the first formwork body and the second formwork body, a first clamping plate is installed on one side of the second formwork body, a bearing is embedded on one side of the first clamping plate, the first clamping plate is movably connected with a connecting rod through the bearing, one end of the connecting rod is connected with a sleeve, threads are arranged on the inner wall of the sleeve, a threaded column is connected to one end of the sleeve through the threads, and a plurality of scale strips are arranged on the outer wall of the threaded column.
As a preferable technical scheme of the utility model, one end of the threaded column is connected with a second clamping plate, and one side of the second clamping plate is connected with the first template body.
As a preferable technical scheme of the utility model, a plurality of longitudinal support rods are welded on one side of the outer walls of the first template body and the second template body, and the longitudinal support rods are equidistantly distributed on one side of the first template body and one side of the second template body.
As a preferable technical scheme of the utility model, one side of the outer wall of the longitudinal support rod is connected with a plurality of transverse support rods in a clamping manner, and the transverse support rods are perpendicular to the longitudinal support rod.
As a preferable technical scheme of the utility model, one side of each transverse supporting rod is provided with a hollow groove, one side of each hollow groove is clamped with a pressing plate, and the outer wall of each pressing plate is provided with a threaded through hole.
As a preferable technical scheme of the utility model, a plurality of bolts are respectively in threaded connection with one sides of the first template body and the second template body close to the pressure plate, and one ends of the bolts respectively penetrate through the hollow grooves and are in threaded connection with the pressure plate.
As a preferred technical scheme of the utility model, one end of the bolt penetrates through the pressing plate and is welded with the handle, and the outer wall of the handle is provided with a plurality of anti-skidding salient points.
As a preferred technical scheme of the present invention, the first template body and the second template body are both made of plastic materials and are both environment-friendly materials.
The utility model has the beneficial effects that:
1. the special assembly type template for pouring the guide wall of the underground continuous wall is characterized in that reinforcing plates are embedded in a first template body and a second template body, the structure of the pouring template is firmer, and the first template body and the second template body are always kept in a stable state in the pouring process by matching with the fixation of the fixing piles, the wall body after shaping is more convenient to separate from the first template body and the second template body through the connection relation of the top plate, relative movement is generated between the threaded columns and the sleeves through twisting the sleeves, the distance between the two templates is adjusted, and the two templates are kept in a parallel state by being matched with the observation of the scale strips, so that the flatness of the wall body poured by the templates is improved, the threaded column is rotated, so that the template is more convenient to adjust, and the working efficiency of the whole construction operation is improved;
2. this kind of a special assembled template for underground continuous wall leads wall and pours, through the connection of second splint, it is faster to make the screw thread post use first template body, make the interval of adjusting two templates more sensitive, the supporting role of rethread longitudinal support pole, avoid first template body and second template body to take place the rupture, utilize horizontal bracing piece and longitudinal support pole stabilizing support, make the structure of this template and support more firm, the clamp plate that deuterogamies is supporting, the bolt has been improved and has been fastened effect to horizontal bracing piece and longitudinal support pole. The utility model has simple and reasonable structure and novel design, can effectively improve the working efficiency of construction operation and has higher practical value.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model and not to limit the utility model. In the drawings:
FIG. 1 is a perspective view of a special fabricated form for the pouring of a guide wall of an underground continuous wall according to the present invention;
FIG. 2 is a partial structure view of a special fabricated form for the pouring of a guide wall of an underground diaphragm wall according to the present invention;
FIG. 3 is an enlarged schematic view of a special fabricated form for underground diaphragm wall guide wall pouring of the present invention, showing structure A in FIG. 1;
fig. 4 is a sectional view of a special fabricated formwork for the guide wall pouring of the diaphragm wall of the utility model.
In the figure: 1. a first template body; 2. a second template body; 3. a longitudinal support bar; 4. a transverse support bar; 5. fixing the pile; 6. a reinforcing plate; 7. a connecting rod; 8. a sleeve; 9. a first splint; 10. a second splint; 11. a scale bar; 12. a threaded post; 13. pressing a plate; 14. a bolt; 15. a handle; 16. a top plate.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are described herein for the purpose of illustration and explanation and not limitation.
Example (b): as shown in fig. 1-4, the special fabricated formwork for pouring the guide wall of the underground continuous wall comprises a first formwork body 1 and a second formwork body 2, wherein reinforcing plates 6 are embedded in the center positions of the outer walls of the first formwork body 1 and the second formwork body 2, one side of each reinforcing plate 6 is connected with a plurality of fixing piles 5, one end of each fixing pile 5 penetrates through the reinforcing plate 6, and is connected with a top plate 16, one side of the top plate 16 is respectively connected with one side of the first template body 1 and one side of the second template body 2, one side of the second template body 2 is provided with a first clamping plate 9, one side of the first clamping plate 9 is embedded with a bearing, the first clamping plate 9 is movably connected with a connecting rod 7 through the bearing, one end of the connecting rod 7 is connected with a sleeve 8, the inner wall of the sleeve 8 is provided with a thread, and one end of the sleeve 8 is in threaded connection with a threaded column 12, and the outer wall of the threaded column 12 is provided with a plurality of scale bars 11.
Wherein, 12 one ends of screw thread post are connected with second splint 10, and second splint 10 one side is connected with first template body 1, and through the connection of second splint 10, it is faster to make screw thread post 12 use first template body 1 for the interval of adjusting two templates is more sensitive.
Wherein, a plurality of longitudinal support rods 3 have all been welded to first template body 1 and 2 outer wall one sides of second template body, and longitudinal support rods 3 equidistance distributes in one side of first template body 1 and second template body 2, through the supporting role of longitudinal support rods 3, avoids first template body 1 and second template body 2 to take place the rupture.
Wherein, 3 outer wall one side blocks of longitudinal support pole are connected with a plurality of horizontal bracing pieces 4, and horizontal bracing piece 4 and 3 mutually perpendicular of longitudinal support pole, support with 3 stable supports of longitudinal support pole through horizontal bracing piece 4 for the structure of this template and support is more firm.
Wherein, horizontal bracing piece 4 one side all is provided with hollow groove, and hollow groove one side block has clamp plate 13, and 13 outer walls of clamp plate are provided with the screw thread through-hole, are supporting through clamp plate 13, have improved bolt 14 and have fastened the effect to horizontal bracing piece 4 and longitudinal support pole 3.
Wherein, first template body 1 and second template body 2 have a plurality of bolts 14 in the equal threaded connection of one side near clamp plate 13, and bolt 14 one end all runs through hollow groove to with clamp plate 13 threaded connection, through bolt 14's fixed action, make the combination of this template and support, more perfect, thereby improve the structural strength who pours the wall body.
Wherein, 14 one ends of bolt run through clamp plate 13 to the welding has handle 15, and the 15 outer walls of handle are provided with a plurality of anti-skidding bumps, through gripping handle 15, make bolt 14's regulation more sensitive.
Wherein, first template body 1 and second template body 2 all adopt the plastics material to make, and are the environmental protection material, through the characteristic of environmental protection plastics material for this template and support realize the purpose of environmental protection.
The working principle is as follows: when the special assembly type formwork for pouring the underground continuous wall guide wall is used, firstly, whether the structures of the formwork and the support are stable or not is detected, after no error is ensured, the corresponding places are installed, the structure of the poured formwork is firmer through the reinforcing plates 6 embedded in the first formwork body 1 and the second formwork body 2, the first formwork body 1 and the second formwork body 2 are always kept in a stable state in the pouring process through the fixing of the fixing piles 5, the wall body after the shaping is separated from the first formwork body 1 and the second formwork body 2 more conveniently through the connection relation of the top plate 16, relative movement is generated between the threaded column 12 and the sleeve 8 through the twisting of the sleeve 8, the distance between the two formworks is adjusted, and the two formworks are kept in a parallel state through the observation of the scale strips 11, the wall body roughness that this template was pour has been promoted, through rotating screw post 12, make the regulation of this template more convenient, thereby, the work efficiency of whole construction operation has been improved, this kind of a special assembled template for underground continuous wall leads wall and pours, connection through second splint 10, it is faster to make screw post 12 use first template body 1, make the interval of adjusting two templates more sensitive, the supporting role of rethread longitudinal support pole 3, avoid first template body 1 and second template body 2 to take place the rupture, utilize transverse support pole 4 and longitudinal support pole 3 stabilizing support, make the structure of this template and support more firm, it is supporting to cooperate clamp plate 13 again, bolt 14 has been improved and has been fastened the effect to transverse support pole 4 and longitudinal support pole 3. The utility model has simple and reasonable structure and novel design, can effectively improve the working efficiency of construction operation and has higher practical value.
Finally, it should be noted that: in the description of the present invention, it should be noted that the terms "vertical", "upper", "lower", "horizontal", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations. Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the utility model. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. The special assembly type formwork for pouring the guide wall of the underground diaphragm wall comprises a first formwork body (1) and a second formwork body (2) and is characterized in that reinforcing plates (6) are embedded in the center positions of the outer walls of the first formwork body (1) and the second formwork body (2), a plurality of fixing piles (5) are connected to one side of each reinforcing plate (6), one ends of the fixing piles (5) penetrate through the reinforcing plates (6) and are connected with top plates (16), one sides of the top plates (16) are respectively connected with one sides of the first formwork body (1) and the second formwork body (2), first clamping plates (9) are installed on one sides of the second formwork body (2), bearings are embedded in one sides of the first clamping plates (9), the first clamping plates (9) are movably connected with connecting rods (7) through the bearings, one ends of the connecting rods (7) are connected with sleeves (8), the inner wall of the sleeve (8) is provided with threads, one end of the sleeve (8) is in threaded connection with a threaded column (12), and the outer wall of the threaded column (12) is provided with a plurality of scale strips (11).
2. The special fabricated formwork for pouring the guide wall of the underground continuous wall is characterized in that one end of the threaded column (12) is connected with a second clamping plate (10), and one side of the second clamping plate (10) is connected with the first formwork body (1).
3. The special fabricated formwork for pouring the guide wall of the underground continuous wall is characterized in that a plurality of longitudinal support rods (3) are welded on one side of the outer wall of each of the first formwork body (1) and the second formwork body (2), and the longitudinal support rods (3) are distributed on one side of each of the first formwork body (1) and the second formwork body (2) at equal intervals.
4. The special fabricated formwork for pouring the guide wall of the underground continuous wall is characterized in that a plurality of transverse supporting rods (4) are connected to one side of the outer wall of each longitudinal supporting rod (3) in a clamping mode, and the transverse supporting rods (4) are perpendicular to the longitudinal supporting rods (3).
5. The special fabricated formwork for pouring the guide wall of the underground continuous wall is characterized in that a hollow groove is formed in one side of each transverse supporting rod (4), a pressing plate (13) is clamped on one side of each hollow groove, and a threaded through hole is formed in the outer wall of each pressing plate (13).
6. The special fabricated formwork for pouring the guide wall of the underground continuous wall is characterized in that a plurality of bolts (14) are respectively connected to the first formwork body (1) and the second formwork body (2) at one side close to the pressing plate (13) in a threaded mode, one ends of the bolts (14) penetrate through the hollow grooves and are connected with the pressing plate (13) in a threaded mode.
7. The special fabricated formwork for pouring the guide wall of the underground continuous wall is characterized in that one end of the bolt (14) penetrates through the pressing plate (13) and is welded with the handle (15), and a plurality of anti-skidding convex points are arranged on the outer wall of the handle (15).
8. The special fabricated formwork for pouring the guide wall of the underground continuous wall is characterized in that the first formwork body (1) and the second formwork body (2) are both made of plastic materials and are both environment-friendly materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121158937.3U CN215829402U (en) | 2021-05-27 | 2021-05-27 | Special assembly type template for pouring guide wall of underground continuous wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121158937.3U CN215829402U (en) | 2021-05-27 | 2021-05-27 | Special assembly type template for pouring guide wall of underground continuous wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215829402U true CN215829402U (en) | 2022-02-15 |
Family
ID=80189186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121158937.3U Expired - Fee Related CN215829402U (en) | 2021-05-27 | 2021-05-27 | Special assembly type template for pouring guide wall of underground continuous wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215829402U (en) |
-
2021
- 2021-05-27 CN CN202121158937.3U patent/CN215829402U/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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220215 |