CN221297962U - Anchor rope reinforced concrete retaining wall template device - Google Patents
Anchor rope reinforced concrete retaining wall template device Download PDFInfo
- Publication number
- CN221297962U CN221297962U CN202322789484.XU CN202322789484U CN221297962U CN 221297962 U CN221297962 U CN 221297962U CN 202322789484 U CN202322789484 U CN 202322789484U CN 221297962 U CN221297962 U CN 221297962U
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- Prior art keywords
- anchor
- retaining wall
- concrete retaining
- template
- aluminum alloy
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 239000004567 concrete Substances 0.000 claims abstract description 33
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 23
- 239000002023 wood Substances 0.000 claims abstract description 18
- 230000001681 protective effect Effects 0.000 claims description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 6
- 230000007306 turnover Effects 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 5
- 229910052742 iron Inorganic materials 0.000 abstract description 3
- 241000357293 Leptobrama muelleri Species 0.000 abstract description 2
- 238000012545 processing Methods 0.000 abstract description 2
- 238000007493 shaping process Methods 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 238000013461 design Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model relates to the technical field of building structures, in particular to an anchor cable reinforced concrete retaining wall template device which comprises anchor cables, clamping pieces, an anchor device, a steel base plate, a wood base plate, vertical back edges, transverse back edges, a concrete retaining wall, a PVC sleeve, a perforated aluminum alloy template and a common aluminum alloy template; the transverse back edge and the vertical back edge are both double square pipe steel back edges, the transverse back edge is arranged on the inner side, the transverse back edge is placed on a common aluminum alloy template according to the designed interval, the two ends of the transverse back edge are bound and fixed on the common aluminum alloy template through pin holes by adopting iron wires, and then the vertical back edge is arranged according to the interval of an anchor rope. In this anchor rope consolidates concrete retaining wall template device, simple structure, processing preparation and on-the-spot installation are torn open convenient, construction safety, each accessory all can repeatedly turnover use, have realized unilateral concrete retaining wall template installation and have consolidated difficult problem, adopt the aluminum alloy template simultaneously, can improve the turnover rate of template, promote outward appearance shaping impression quality.
Description
Technical Field
The utility model relates to the technical field of building structures, in particular to an anchor cable reinforced concrete retaining wall template device.
Background
The plate-type concrete retaining wall, the back side leans against undisturbed soil, the outside is plate-type concrete retaining wall design, unilateral template, the template installation degree of difficulty is big, traditional adoption wooden template construction, set up steel pipe or reinforcing bar anchor in undisturbed soil on undisturbed soil, then adopt to draw screw rod and pre-buried steel pipe or reinforcing bar to weld as template to draw screw rod reinforcing system, measure expense is high, increase material loss, consequently, it is important to design a anchor rope reinforced concrete retaining wall unilateral aluminium (steel) template device to have the plate-type retaining wall of anchor rope.
Disclosure of utility model
The utility model aims to provide an anchor cable reinforced concrete retaining wall template device, which aims to solve the problems that in the prior art, the traditional construction adopting a wood template is high in measure cost and material loss is increased because steel pipes or steel bars are erected on undisturbed soil and anchored into undisturbed soil, and then a counter-pulling screw rod and pre-buried steel pipes or steel bars are welded as a template counter-pulling screw rod reinforcing system.
The utility model provides an anchor cable reinforced concrete retaining wall template device, which comprises anchor cables, clamping pieces, an anchor device, a steel base plate, a wood base plate, vertical back edges, transverse back edges, a concrete retaining wall, wall back earthwork, a PVC sleeve, an aluminum alloy template with holes and a common aluminum alloy template; the vertical back edge is temporarily placed according to the anchor cable spacing, the vertical back edge is accurately positioned after the final anchor cable is reinforced, and the vertical back edge is accurately positioned and fixed through the anchor cable, the clamping piece, the anchor device, the steel backing plate and the wood backing plate.
Preferably, the PVC sleeve is used as a protective sleeve at the position of the plate-type retaining wall, the anchor cable and the concrete are isolated when the concrete retaining wall is protected from pouring, the PVC sleeve is not bonded with the concrete, the tensioning and sealing of the later permanent anchor cable is not affected, and the earthwork at the back of the wall is arranged at the outer side of the concrete retaining wall.
Preferably, the steel backing plate is arranged between the vertical back edge and the anchor, the wood backing plate is additionally arranged in the middle of the steel backing plate, the rigidity of the whole backing plate is increased, and lateral pressure during concrete pouring can be better transferred to the anchor cable.
Preferably, the anchor line is attached to Kong Xiejin of the anchor by means of a clip after the anchor line has been passed through Kong Lazhi of the anchor.
Preferably, the aperture of the PVC sleeve is 50mm, and the length of the PVC sleeve is 100mm outside the thickness of the concrete retaining wall.
As the preference, offer the round hole of diameter 75mm on the foraminiferous aluminum alloy template, horizontal back of the body is stupefied, vertical back of the body is stupefied all to adopt 40mm 60mm double steel square pipe, and square pipe wall thickness is 3mm, and the clearance between pipe and the pipe is 30mm, the size of wooden backing plate is 150mm×150mm×50mm, the round hole is opened to wooden backing plate 50mm, the size of steel backing plate is 150mm×150mm×10mm, the U-shaped hole of width 50mm is opened to steel backing plate.
Preferably, the size diameter of the anchor is 87mm, the thickness is 45mm, the diameter of the inner clamp hole is 26.5mm, the clamping piece is conical, the diameter of the upper opening is 26mm, the diameter of the lower opening is 18mm, the height is 40mm, and the anchor is symmetrically divided into two pieces for use.
Preferably, the number of the anchor lines is 3, and the diameter is 15.2mm.
Compared with the prior art, the utility model has the beneficial effects that:
In this anchor rope consolidates concrete retaining wall template device, simple structure, processing preparation and on-the-spot installation are torn open convenient, construction safety, each accessory all can repeatedly turnover use, have realized unilateral concrete retaining wall template installation and have consolidated difficult problem, adopt the aluminum alloy template simultaneously, can improve the turnover rate of template, promote outward appearance shaping impression quality.
Drawings
FIG. 1 is a schematic perspective view of the present utility model;
FIG. 2 is a schematic plan view of the present utility model;
FIG. 3 is a schematic representation of the use of the present utility model.
The meaning of each reference sign in the figure is:
1. An anchor cable; 2. a clamping piece; 3. an anchor; 4. a steel backing plate; 5. a wood backing plate; 6. vertical back edges; 7. transverse back edges; 8. a PVC sleeve; 9. an aluminum alloy template with holes; 10. a common aluminum alloy template; 11. a concrete retaining wall; 12. and (5) earthwork on the back of the wall.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The utility model provides an anchor cable reinforced concrete retaining wall template device, which is shown in fig. 1-3, and comprises an anchor cable 1, a clamping piece 2, an anchor 3, a steel backing plate 4, a wood backing plate 5, a vertical back edge 6, a horizontal back edge 7, a concrete retaining wall 11, a wall back earthwork 12, a PVC sleeve 8, a perforated aluminum alloy template 9 and a common aluminum alloy template 10; the transverse back edge 7 and the vertical back edge 6 are both double square pipe steel back edges, the transverse back edge 7 is arranged on the inner side, the transverse back edge 7 is placed on the common aluminum alloy template 10 according to the designed interval, the two ends of the transverse back edge 7 are bound and fixed on the common aluminum alloy template 10 through bolt holes by adopting iron wires, then the vertical back edge 6 is arranged according to the interval of the anchor cable 1, the vertical back edge 6 is temporarily placed according to the interval of the anchor cable 1, and the vertical back edge 6 is accurately positioned after the final anchor cable 1 is reinforced, and is reinforced and fixed after the vertical back edge 6 is accurately positioned through the anchor cable 1, the clamping piece 2, the anchor 3, the steel backing plate 4 and the wood backing plate 5.
In this embodiment, PVC casing 8 is used as the protective sheath in board-like retaining wall position, and anchor rope 1 and concrete separate when protecting concrete retaining wall 11 and pour, guarantee not bond together with the concrete, do not influence the stretch-draw of later stage permanent anchor rope 1 and seal the anchor, and wall back earthwork 12 sets up in the outside of concrete retaining wall 11.
Specifically, the steel backing plate 4 is placed between the vertical back edge 6 and the anchorage device 3, the wood backing plate 5 is additionally arranged in the middle of the steel backing plate, the rigidity of the whole backing plate is increased, and lateral pressure during concrete pouring can be better transferred to the anchor cable 1.
Further, after the anchor device 3 straightens the anchor cable 1 passing through the hole of the anchor device 3, the anchor cable 1 is wedged with the hole of the anchor device 3 through the clamping piece 2.
Further, the aperture of the PVC sleeve 8 is 50mm, and the length is 100mm outside the thickness of the concrete retaining wall 11.
Further, round holes with the diameter of 75mm are formed in the aluminum alloy template 9 with holes, the transverse back edge 7 and the vertical back edge 6 are respectively 40mm multiplied by 60mm double-steel square pipes, the wall thickness of the square pipes is 3mm, the clear distance between the pipes is 30mm, the size of the wood backing plate 5 is 150mm multiplied by 50mm, the round holes of the wood backing plate 5 are 50mm, the size of the steel backing plate 4 is 150mm multiplied by 10mm, and the U-shaped holes with the width of 50mm are formed in the steel backing plate 4.
Further, the size diameter of the anchorage device 3 is 87mm, the thickness is 45mm, the diameter of the inner clamp hole is 26.5mm, the clamping piece 2 is conical, the diameter of the upper opening is 26mm, the diameter of the lower opening is 18mm, and the height is 40mm, and the two pieces are symmetrically divided into two pieces for use.
Further, the number of anchor lines 1 is 3, and the diameter is 15.2mm.
When the anchor rope reinforced concrete retaining wall template device is used, firstly, the template specification model of the concrete retaining wall 11 is subjected to die matching design, the perforated aluminum alloy template 9 at the position of the anchor rope 1 is processed and perforated, the proper back edge length is selected, the anchor rope 1 of the concrete retaining wall 11 finishes grouting maintenance of the anchor rope 1 in advance, and the maintenance strength of the anchor rope 1 mortar reaches the tensioning condition;
After the reinforcement of the concrete retaining wall 11 is bound and concealed and accepted, the template is installed, firstly, a PVC sleeve 8 is penetrated at the position of an anchor cable 1, then, firstly, an aluminum alloy template 9 with holes penetrating the anchor cable 1 is installed from the position with the anchor cable 1, the anchor cable 1 is penetrated out of the holes, then, a surrounding common aluminum alloy template 10 is assembled, the template and the template are connected by adopting pin sheets, finally, a template back edge is installed, firstly, an inner transverse back edge 7 is installed, then, an outer vertical back edge 6 is installed, two ends of the transverse back edge 7 are bound and fixed by adopting iron wires and pin holes of the template, so that the anchor cable 1 is prevented from sliding downwards, and the outer vertical back edge 6 is temporarily placed at the position with the anchor cable 1, and then, the template is installed and reinforced;
The anchor cable 1 is installed and reinforced, firstly, a steel base plate 4, a wood base plate 5, a steel base plate 4 and an anchor 3 are sequentially moved to the position of a back edge from the anchor cable 1, after the clearance size and flatness of a template are checked to meet the requirements, the anchor cable 1 is restrained, a conical clamping piece 2 is placed into a hole of the anchor 3, the clamping piece 2 and the anchor cable 1 are knocked to a clamping state by adopting a hammer, and in the concrete pouring process, workers are on duty to knock the loosening clamping piece 2 in the pouring process;
When the template is removed, firstly, the wood backing plate between the steel backing plate 4 and the steel backing plate 4 is broken, the wood backing plate 5 is broken away by hammering, the steel backing plate 4 is retracted for the next turnover use, then the anchor 3 is beaten towards the side of the template by hammering, the clamping piece 2 of the anchor 3 is outwards loosened, the anchor 3 and the clamping piece 2 are withdrawn from the anchor cable 1 for turnover use, and finally, after the construction of the concrete retaining wall 11 structure is completed, the anchor 3 and the clamping piece 2 are used for permanent retaining wall anchor cable 1 for tensioning and sealing, and the cost for installing and reinforcing measures of the template is greatly reduced.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the above-described embodiments, and that the above-described embodiments and descriptions are only preferred embodiments of the present utility model, and are not intended to limit the utility model, and that various changes and modifications may be made therein without departing from the spirit and scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (8)
1. The utility model provides an anchor rope consolidates concrete retaining wall template device, includes anchor rope (1), clamping piece (2), ground tackle (3), steel backing plate (4), wooden backing plate (5), vertical back of the body is stupefied (6), horizontal back of the body is stupefied (7), concrete retaining wall (11), wall back of the body earthwork (12), PVC sleeve pipe (8), foraminiferous aluminum alloy template (9) and ordinary aluminum alloy template (10), its characterized in that: the vertical back edge (6) is installed according to the distance between the anchor cables (1), the anchor cables (1) are temporarily placed, the anchor cables (1) are accurately positioned after being reinforced, and the vertical back edge (6) is accurately positioned and fixed through the anchor cables (1), the clamping pieces (2), the anchor devices (3), the steel backing plates (4) and the wood backing plates (5).
2. The anchor line reinforced concrete retaining wall form apparatus of claim 1, wherein: the PVC sleeve (8) is used as a protective sleeve at the position of the plate-type retaining wall, the anchor cable (1) is isolated from concrete when the concrete retaining wall (11) is poured, and the wall back earthwork (12) is arranged on the outer side of the concrete retaining wall (11).
3. The anchor line reinforced concrete retaining wall form apparatus of claim 1, wherein: the steel backing plate (4) is arranged between the vertical back edge (6) and the anchor (3), and the wood backing plate (5) is additionally arranged in the middle.
4. The anchor line reinforced concrete retaining wall form apparatus of claim 1, wherein: after the anchor cable (1) passes through Kong Lazhi of the anchorage device (3), the anchor cable (1) and Kong Xiejin of the anchorage device (3) are connected through the clamping piece (2).
5. The anchor line reinforced concrete retaining wall form apparatus of claim 1, wherein: the aperture of the PVC sleeve (8) is 50mm, and the length of the PVC sleeve is 100mm outside the thickness of the concrete retaining wall (11).
6. The anchor line reinforced concrete retaining wall form apparatus of claim 1, wherein: the aluminum alloy template with holes is characterized in that round holes with the diameter of 75mm are formed in the aluminum alloy template with holes (9), double steel square pipes with the thickness of 40mm multiplied by 60mm are adopted for the transverse back edges (7) and the vertical back edges (6), the wall thickness of the square pipes is 3mm, the clear distance between the pipes is 30mm, the size of the wood base plate (5) is 150mm multiplied by 50mm, the round holes are formed in the wood base plate (5) by 50mm, the size of the steel base plate (4) is 150mm multiplied by 10mm, and U-shaped holes with the width of 50mm are formed in the steel base plate (4).
7. The anchor line reinforced concrete retaining wall form apparatus of claim 1, wherein: the size diameter of the anchorage device (3) is 87mm, the thickness is 45mm, the diameter of the inner clamp hole is 26.5mm, the clamping piece (2) is conical, the diameter of the upper opening is 26mm, the diameter of the lower opening is 18mm, the height is 40mm, and the two clamping pieces are symmetrically divided into two pieces for use.
8. The anchor line reinforced concrete retaining wall form apparatus of claim 1, wherein: the number of the anchor ropes (1) is 3, and the diameter is 15.2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322789484.XU CN221297962U (en) | 2023-10-18 | 2023-10-18 | Anchor rope reinforced concrete retaining wall template device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322789484.XU CN221297962U (en) | 2023-10-18 | 2023-10-18 | Anchor rope reinforced concrete retaining wall template device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221297962U true CN221297962U (en) | 2024-07-09 |
Family
ID=91734377
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322789484.XU Active CN221297962U (en) | 2023-10-18 | 2023-10-18 | Anchor rope reinforced concrete retaining wall template device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221297962U (en) |
-
2023
- 2023-10-18 CN CN202322789484.XU patent/CN221297962U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant |