CN220184616U - Simple assembly type side wall template - Google Patents
Simple assembly type side wall template Download PDFInfo
- Publication number
- CN220184616U CN220184616U CN202320371214.4U CN202320371214U CN220184616U CN 220184616 U CN220184616 U CN 220184616U CN 202320371214 U CN202320371214 U CN 202320371214U CN 220184616 U CN220184616 U CN 220184616U
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- side wall
- rod piece
- fixed
- support panel
- bottom plate
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- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 238000003466 welding Methods 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 4
- 230000000712 assembly Effects 0.000 claims description 2
- 238000000429 assembly Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 11
- 238000010276 construction Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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- Lining And Supports For Tunnels (AREA)
Abstract
The utility model discloses a simple assembled side wall template, which comprises at least two groups of side wall components which are vertically arranged along the extending direction of a wall body, wherein the two adjacent groups of side wall components are assembled; the rear side of the side wall assembly is fixed on the bottom plate concrete through a side supporting member, and the bottom of the side wall assembly is fixed on the bottom plate concrete through a lower positioning member; the utility model forms the side wall templates by arranging the plurality of groups of side wall components in pairs in an end-to-end manner, and the number of the side wall components can be selected according to the lengths of the lanes in the tunnel, so that the side wall templates are applicable to tunnels with different lengths, the application range is wide, the assembly and the installation are simple, the assembly mode of the plurality of groups of side wall components is convenient for operators to operate, the convenience is provided for operators, the rear sides of the side wall components are fixed into the bottom plate concrete through the side support members, the bottoms of the side wall components are fixed onto the bottom plate concrete through the lower positioning members, and the stability of the side wall components is ensured.
Description
Technical Field
The utility model relates to the field of foundation pit engineering, in particular to a simple assembly type side wall template.
Background
The side wall templates are also called single-side templates, single-side wall templates and single-side template wall templates, and refer to a construction method of one-side templates when concrete is poured. At present, a wall template for wall construction in a narrow space, such as a side wall template for construction in a middle corridor of a tunnel, generally uses a trolley template or a traditional wall template form. Because the tunnel is generally long in pouring length, the trolley template is high in manufacturing cost and large and complex in structure, and is not suitable for being used as a side wall template in long and narrow middle corridor construction; the traditional wall form is complex to install, the continuity integrity is poor, when the traditional wall form is used for construction of a middle corridor of a tunnel, the working space of workers is narrow, the installation is difficult, and the potential safety hazard is large, so that the traditional wall form is not suitable for being used as a narrow space, the construction period is further delayed, and the cost is increased.
Based on the utility model, the wall template which is convenient for construction of walls in narrow spaces such as tunnels and galleries, namely the simple assembled side wall template, is provided to solve the defects.
Disclosure of Invention
The utility model aims to provide a simple assembled side wall template to solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
a simple assembly type side wall template comprises at least two groups of side wall components which are vertically arranged along the extending direction of a wall body, wherein the two adjacent groups of side wall components are assembled; the rear side of the side wall assembly is secured to the floor concrete by side support members and the bottom of the side wall assembly is secured to the floor concrete by lower locating members.
As a further scheme of the utility model: the side wall assembly comprises a support panel, wherein vertical connecting plates are welded on two sides of the support panel, a pre-welding screw rod is fixedly arranged on the vertical connecting plate on one side, and a reserved bolt hole corresponding to the pre-welding screw rod is formed in the vertical connecting plate on the other side;
the pre-welded screw rod on the side wall component is arranged in the reserved bolt hole on the other side wall component, so that the two side wall components are fixed.
As a further scheme of the utility model: the back frame is fixedly arranged in the vertical direction at the middle position of the rear side of the support panel, the reinforcing channel steel is fixedly arranged in the horizontal direction of the support panel, and the mounting protrusion connected with the side support member is arranged on the back frame.
As a further scheme of the utility model: the lower position of the support panel is also provided with a reinforcing rib plate for fixing the support panel, and the top of the support panel is provided with a transverse sealing plate.
As a further scheme of the utility model: the lower positioning member comprises a foot embedded rod piece and a pre-welded triangular plate fixedly arranged at the lower position of the side wall assembly, one end of the foot embedded rod piece is embedded in foot concrete, and the other end of the foot embedded rod piece is fixed with the pre-welded triangular plate through a connecting bolt.
As a further scheme of the utility model: the side support member comprises a telescopic rod for supporting the rear side of the side wall assembly, the top of the telescopic rod is connected with the side wall assembly through an upper reserved hole, and the bottom of the telescopic rod is mounted on a fastener on the bottom plate concrete through a lower reserved hole.
As a further scheme of the utility model: the telescopic rod piece comprises an outer rod piece and an inner rod piece which is in clearance fit with the inner part of the outer rod piece, and the outer rod piece and the inner rod piece are fixed through a support rod piece positioning pin.
As a further scheme of the utility model: the fastener comprises an L-shaped steel plate and a bottom plate embedded rod piece, wherein the L-shaped steel plate is fixed to bottom plate concrete through the bottom plate embedded rod piece, a reserved screw hole is formed in the L-shaped steel plate, and the reserved screw hole is connected with the bottom of the telescopic rod piece through a support rod piece fixing member.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the utility model, the side wall templates are formed by arranging the plurality of groups of side wall components in a head-to-tail manner, an operator can select the number of the side wall components according to the length of a wall body in a space, such as the length of a corridor in a tunnel, so that the side wall template is applicable to tunnels with different lengths, the application range is wide, the assembly and the installation are simple, the operation of workers in a narrow space is facilitated by the plurality of groups of side wall components, and the convenience, time and labor saving are provided for the operator;
2. the rear side of the side wall assembly is fixed into the bottom plate concrete through the side support member, and the bottom of the side wall assembly is fixed onto the bottom plate concrete through the lower positioning member, so that the stability of the side wall assembly is ensured, the safety performance of the side wall template is further ensured, a triangular stable structure is formed among the side wall assembly, the side support member and the bottom concrete, and the stability of the side wall template is further ensured;
3. the telescopic rod in the side support member consists of an inner rod, an outer rod and a support rod positioning pin, wherein the inner rod can slide in the outer rod and is fixed through the support rod positioning pin, and an operator can select the number of the telescopic rod according to the height of the side wall assembly to support the side wall assembly, so that the stability of the side wall assembly is further ensured; simultaneously, the length of the telescopic rod piece is adjustable, and then the telescopic rod piece can be adjusted according to the needs of operators, and the flexibility is high.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic structural view of a monolithic sidewall assembly of the present utility model;
FIG. 3 is a side view of a single block sidewall assembly of the present utility model;
FIG. 4 is an assembly view of a plurality of sidewall assemblies of the present utility model;
FIG. 5 is a schematic view of the telescopic rod of the present utility model;
FIG. 6 is a schematic view of the structure of the fastener of the present utility model;
reference numerals illustrate: 1. a support panel; 2. reinforcing channel steel; 3. a transverse sealing plate; 4. a vertical connecting plate; 5. reinforcing rib plates; 6. a back frame; 7. pre-welding a screw; 8. reserving a bolt hole; 9. a connecting bolt; 10. a telescopic rod; 11. support the locating pin of the rod piece; 12. a support bar fixing member; 13. embedding a rod piece into the bottom plate; 14. the bottom plate is made of concrete; 15. embedding a rod piece in the ground margin; 16. pre-welding a triangle; 17. a lower preformed hole; 18. an inner rod member; 19. a preformed hole is formed on the upper surface; 20. an outer rod member; 21. reserving a screw hole; 22. l-shaped steel plate.
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.
Referring to fig. 1, a simple assembly type side wall template includes at least two groups of vertically installed side wall components arranged along the extending direction of a wall body, and it should be noted that the number of the side wall components is selected according to the different lengths of tunnels, but the number of the side wall components is not less than two, and the installation modes of the side wall components of two adjacent groups are the same; the assembly is adopted between two adjacent groups of side wall components (as shown in fig. 4), and the assembly mode is convenient for installation and disassembly and is convenient for transportation; the rear side of the side wall assembly is fixed to the floor concrete 14 through the side support members, the bottom of the side wall assembly is fixed to the floor concrete 14 through the lower positioning members, namely, the side support members support the rear side of the side wall assembly, the lower positioning members support the bottom of the side wall assembly, meanwhile, referring to fig. 1, a triangular support structure is formed among the floor concrete 14, the side support members and the side wall assembly, the triangular support structure has good stability, and firmness of the side wall assembly is further ensured.
Further, referring to fig. 2, the specific structure of the sidewall assembly is: the side wall assembly comprises a middle support panel 1 and a vertical connecting plate 4 welded on the support panel 1, wherein a pre-welding screw rod 7 is fixedly arranged on the vertical connecting plate 4 on one side, a reserved bolt hole 8 corresponding to the pre-welding screw rod 7 is formed in the vertical connecting plate 4 on the other side, and when attention is paid, a plurality of groups of pre-welding screw rods 7, such as five groups, six groups or seven groups, can be arranged, and the like, specifically depending on the height of the support panel 1, the more the pre-welding screw rods 7 are arranged, the higher the stability of the support panel 1 is, and the plurality of groups of pre-welding screw rods 7 are required to be distributed at equal intervals according to the condition of an operator; the number of the reserved bolt holes 8 is the same as that of the pre-welded screws 7, and the reserved bolt holes are equally distributed; when two side wall components are assembled, the pre-welded screw rod 7 on one side wall component can be inserted into the reserved bolt hole 8 on the other side wall component, and then the pre-welded screw rod 7 is locked by using a nut, so that the two side wall components are fixed (shown in fig. 4).
Referring to fig. 2 and 3, a back frame 6 is fixed in the vertical direction at the middle position of the rear side of the support panel 1, the back frame 6 is used for limiting the vertical direction of the support panel 1, a reinforced channel steel 2 is fixed in the horizontal direction of the support panel 1, the reinforced channel steel 2 is used for limiting the horizontal direction of the support panel 1, further stability of the support panel 1 is ensured, an installation protrusion connected with a side support member is arranged on the back frame 6, and an installation hole is formed in the installation protrusion and used for detachably connecting with the side support member. The lower position department of support panel 1 still is equipped with the deep floor 5 that is used for fixed support panel 1, and deep floor 5 horizontal installation is used for further ensuring the steadiness of support panel 1, and the top of support panel 1 is equipped with horizontal shrouding 3, adopts shrouding 3 to be able to bordure the top of support panel, guarantees the stability at its top.
Referring to fig. 1, the side supporting member includes a plurality of groups of telescopic rods 10 for supporting the rear side of the side wall assembly, and when it is to be noted, the telescopic rods 10 may be provided with a plurality of groups, in the state diagram of supporting the supporting panel 1 by three groups of telescopic rods 10 shown in fig. 1, an operator may select two groups, four groups, etc. according to the height of the supporting panel 1, and an upper preformed hole 19 is formed at the top of the telescopic rods 10, and a lower preformed hole 17 is formed at the bottom of the telescopic rods 10, wherein the upper preformed hole 19 and the mounting hole for mounting the protrusion on the back frame 6 are fixed by using bolts or pins.
Further, referring to fig. 6, the reserved screw holes 21 are formed in the L-shaped steel plate 22, the L-shaped steel plate 22 is fixed to the floor concrete 14 through the floor embedded rod 13, the reserved screw holes 21 are connected and fixed with the lower reserved holes 17 at the bottom of the telescopic rod 10 through the support rod fixing member 12, and when attention is paid, the reserved screw holes 21 can be formed in multiple groups, the specific number depends on the number of the telescopic rods 10, the number of the telescopic rod 10 cannot be smaller than that of the telescopic rod 10, and the number of the telescopic rod 10 can be larger for standby.
Further, referring to fig. 5, the telescopic rod 10 has a telescopic effect, the telescopic rod 10 further includes an outer rod 20 and an inner rod 18 which is clearance fit inside the outer rod 20, the inner rod 18 can slide inside the outer rod 20, and the outer rod 20 and the inner rod 18 are fixed by the support rod positioning pin 11, and after the inner rod 18 slides to a desired position on the outer rod 20, the inner rod 18 is fixed by the support rod positioning pin 11.
Referring to fig. 1, the lower positioning member includes a pre-embedded member 15 and a pre-welded triangle 16 fixed at a position of the side wall assembly below, wherein one end of the pre-embedded member 15 is embedded in the foundation concrete 14, and the other end is fixed with the pre-welded triangle 16 through a connecting bolt 9, so as to support the support panel 1.
The utility model has wide application range and simple assembly, and provides convenience, time and labor saving for operators; the specific operation principle is as follows: during installation, a plurality of groups of reinforcing channel steel 2 are welded in the horizontal direction of the support panel 1, the reinforcing channel steel 2 groups are distributed at equal intervals, reinforcing rib plates 5 are fixed at the bottom, then a back frame 6 is welded in the vertical direction of the rear side of the support panel 1, then vertical connecting plates 4 are welded on two sides of the support panel 1, a plurality of groups of reserved bolt holes 8 are formed in one of the vertical connecting plates 4, then a plurality of pre-welding screw rods 7 are welded on the other vertical connecting plate 4 at equal intervals, the number of the pre-welding screw rods 7 is the same as the number of the reserved bolt holes 8, the reserved bolt holes 8 correspond to the positions of the pre-welding screw rods 7, and finally a transverse sealing plate 3 is welded on the top of the support panel 1;
then the telescopic rod piece 10 is taken, the length of the telescopic rod piece 10 is adjusted according to the height of the support panel 1, after the length is adjusted to the required length, an upper reserved hole 19 at the top of the telescopic rod piece 10 is fixed with an installation protrusion on the back frame 6, a lower reserved hole 17 at the bottom of the telescopic rod piece 10 is fixed with an L-shaped steel plate 22 through a support rod piece fixing member 12, and the L-shaped steel plate 22 is fixed with a bottom plate embedded rod piece 13 on the bottom plate concrete 14; when an operator installs, the operator can choose to use a plurality of telescopic rods 10, and when other telescopic rods 10 are installed, the principle is adopted, so that the support panel 1 and the bottom plate concrete 14 can be in a vertical state; finally, fixing a pre-welded triangular plate 16 at the bottom of the support panel 1 with a ground anchor embedded rod 15 by using a connecting bolt 9; finally, the pre-welded screw rod 7 of the other support panel 1 is inserted into the reserved bolt hole 8 of the support panel 1, then the screw cap is used for fixing, and then the other support panel is installed by using the same principle.
Although the present disclosure describes embodiments, not every embodiment is described in terms of a single embodiment, and such description is for clarity only, and one skilled in the art will recognize that the embodiments described in the disclosure as a whole may be combined appropriately to form other embodiments that will be apparent to those skilled in the art.
Therefore, the above description is not intended to limit the scope of the utility model; all changes which come within the meaning and range of equivalency of the claims are to be embraced within their scope.
Claims (3)
1. A simple assembly type side wall template comprises at least two groups of side wall components which are vertically arranged along the extending direction of a wall body, wherein the two adjacent groups of side wall components are assembled; the rear side of the side wall assembly is fixed on the bottom plate concrete (14) through a side supporting member, and the bottom of the side wall assembly is fixed on the bottom plate concrete (14) through a lower positioning member; the side wall assembly comprises a support panel (1), wherein vertical connecting plates (4) are welded on two sides of the support panel (1), a pre-welding screw (7) is fixedly arranged on the vertical connecting plate (4) on one side, and a reserved bolt hole (8) corresponding to the pre-welding screw (7) is formed in the vertical connecting plate (4) on the other side; the pre-welded screw (7) on the side wall assembly is arranged in the reserved bolt hole (8) on the other side wall assembly, so that the two side wall assemblies are fixed; a back frame (6) is fixedly arranged in the vertical direction at the middle position of the rear side of the support panel (1), a reinforced channel steel (2) is fixedly arranged in the horizontal direction of the support panel (1), and a mounting protrusion connected with a side support member is arranged on the back frame (6); the lower part of the support panel (1) is also provided with a reinforcing rib plate (5) for fixing the support panel (1), and the top of the support panel (1) is provided with a transverse sealing plate (3); the lower positioning component comprises a foot embedded rod piece (15) and a pre-welded triangle (16) fixedly arranged at the lower position of the side wall component, one end of the foot embedded rod piece (15) is embedded in foot concrete (14), the other end is fixed with the pre-welded triangle (16) through a connecting bolt (9),
the method is characterized in that: the side support member comprises a telescopic rod (10) for supporting the rear side of the side wall assembly, the top of the telescopic rod (10) is connected with the side wall assembly through an upper reserved hole (19), and the bottom of the telescopic rod is mounted on a fastener on the bottom plate concrete through a lower reserved hole (17).
2. The simple split type side wall template according to claim 1, wherein: the telescopic rod piece (10) comprises an outer rod piece (20) and an inner rod piece (18) which is in clearance fit with the inner part of the outer rod piece (20), and the outer rod piece (20) and the inner rod piece (18) are fixed through a support rod piece positioning pin (11).
3. The simple split type side wall template according to claim 1, wherein: the fastener comprises an L-shaped steel plate (22) and a bottom plate embedded rod piece (13), wherein the L-shaped steel plate (22) is fixed on bottom plate concrete (14) through the bottom plate embedded rod piece (13), a reserved screw hole (21) is formed in the L-shaped steel plate (22), and the reserved screw hole is connected with the bottom of the telescopic rod piece (10) through a support rod piece fixing member (12).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221993080 | 2022-07-29 | ||
| CN2022219930801 | 2022-07-29 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220184616U true CN220184616U (en) | 2023-12-15 |
Family
ID=89108279
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320371214.4U Active CN220184616U (en) | 2022-07-29 | 2023-03-02 | Simple assembly type side wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220184616U (en) |
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2023
- 2023-03-02 CN CN202320371214.4U patent/CN220184616U/en active Active
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