CN217998161U - Retaining wall hangs mould reinforced structure - Google Patents
Retaining wall hangs mould reinforced structure Download PDFInfo
- Publication number
- CN217998161U CN217998161U CN202222150833.9U CN202222150833U CN217998161U CN 217998161 U CN217998161 U CN 217998161U CN 202222150833 U CN202222150833 U CN 202222150833U CN 217998161 U CN217998161 U CN 217998161U
- Authority
- CN
- China
- Prior art keywords
- side slope
- mould
- roadbed
- wall
- double
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a retaining wall hanging mould reinforcing structure, belonging to the technical field of civil construction structures; it includes a roadbed arranged on the ground; the side slope is positioned on one side of the ground; a wall hanging mould is arranged on the roadbed at a position close to the side slope; a bottom formwork is arranged between the wall hanging formwork and the side slope; the bottom template is arranged on the roadbed; the side of the wall body hanging mould and the side of the bottom surface template facing the side slope are provided with double-row frames, and the side of the wall body hanging mould departing from the side slope is provided with an inner frame; an inclined strut is also arranged between the double-row frame and the side slope; a plurality of groups of steel bar supporting feet are arranged on the roadbed; the reinforcing steel bar supporting foot is also provided with an auxiliary bracket; the outer side plate body and the inner side plate body of the wall hanging mould are respectively installed through the double-row frames and the auxiliary support; a plurality of groups of dowel bars are arranged on the inner side of the wall hanging mould; the dowel bars are transversely connected with the double rows of the racks through steel pipes; the utility model discloses effectively solve the current problem that lacks the retaining wall that sets up to side slope department and hangs the reinforcement bearing structure of mould structure.
Description
Technical Field
The utility model relates to a civil engineering construction technical field, concretely relates to retaining wall hangs mould reinforced structure.
Background
The retaining wall is a structure which is commonly used for hillside soil bodies in the field civil engineering process and prevents soil filling or soil deformation instability, and because of the particularity of the retaining wall structure, the retaining wall model structure needs to be reinforced in the construction process, and how to reinforce the retaining wall suspended formwork structure at the side slope position is the main problem facing at present.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve is: the utility model provides a retaining wall hangs mould reinforced structure to solve the current problem that lacks the reinforcement bearing structure to the retaining wall that slope department set up hangs mould structure.
In order to solve the above problem, the utility model provides a following technical scheme:
a retaining wall hangs mould reinforced structure; it includes a roadbed arranged on the ground; the side slope is positioned on one side of the ground; a wall hanging mould is arranged on the roadbed at a position close to the side slope; a bottom formwork is arranged between the wall hanging formwork and the side slope; the bottom template is arranged on the roadbed; the side of the wall body hanging mould and the side of the bottom surface template facing the side slope are provided with double-row frames, and the side of the wall body hanging mould departing from the side slope is provided with an inner frame; an inclined strut is also arranged between the double-row frame and the side slope; a plurality of groups of steel bar supporting feet are arranged on the roadbed; the reinforcing steel bar supporting foot is also provided with an auxiliary bracket; the outer plate body and the inner plate body of the wall hanging mould are respectively installed through the double-row frames and the auxiliary support; a plurality of groups of dowel bars are arranged on the inner side of the wall hanging mould; the dowel bars are connected with the double-row frames through the transverse lapping of the steel pipes.
Preferably, a pressure equalizing base is further installed on one side, corresponding to the side slope, of the inclined strut.
Preferably, temporary inclined struts are detachably mounted on the frame body back rods corresponding to the outer plate bodies of the wall hanging molds; the other end of the temporary diagonal bracing is connected to the inner frame.
Preferably, the lower side of each group of the joint bars close to the roadbed is provided with an opposite L-shaped bracing structure.
Preferably, a water stop steel plate is installed in the middle of the wall hanging mould through reinforcing steel bars; the water stop steel plate is poured into the concrete to the height of 1/2.
Preferably, the height of each group of steel bar supporting feet is in inverse proportion to the distance between the corresponding wall hanging molds; the horizontal height of the upper rod piece of the auxiliary support is consistent with the height of the lower horizontal rod of the double-row support.
The utility model discloses beneficial effect:
the utility model provides a reinforced structure for the existing retaining wall hanging mould, which arranges double rows of frames on the outer sides of the wall hanging mould and the bottom surface mould plate opposite to the side slopes, and arranges inclined struts between the double rows of frames and the side slopes as supports, thereby providing reinforced protection for the outer frame structure; aiming at the other side of the wall hanging mould, an auxiliary bracket is placed through a reinforcing steel bar supporting foot on the roadbed and is used for supporting; and the inner side of the wall hanging mould is further provided with a steel bar inserting structure through the double-row frames and the steel pipes, so that the steel bar inserting structure is used as an auxiliary support of a concrete body in the hanging mould, and the whole body of the hanging mould is reinforced.
Drawings
Fig. 1 is a schematic structural view of the present invention in an embodiment;
description of reference numerals: 1. the novel water-stop concrete foundation comprises a roadbed, 2 parts of a side slope, 3 parts of a wall hanging mould, 4 parts of a bottom surface template, 5 parts of double-row frames, 6 parts of inclined struts, 7 parts of reinforcing steel bar supporting feet, 8 parts of auxiliary supports, 9 parts of inserting ribs, 10 parts of temporary inclined struts, 11 parts of water-stop steel plates.
Detailed Description
The present invention will be further described with reference to the following drawings and specific embodiments:
example (b):
referring to fig. 1, the present embodiment provides a retaining wall form-hanging reinforcement structure; it includes a roadbed 1 arranged on the ground; the side slope 2 is positioned on one side of the ground; a wall hanging mould 3 is arranged on the roadbed 1 near the side slope 2; a bottom surface template 4 is also arranged between the wall body hanging mould 3 and the side slope 2; the bottom surface template 4 is arranged on the roadbed 1; a double-row frame 5 is arranged on one side of the wall hanging mould 3 and the bottom surface template 4 facing the side slope 2, and an inner frame is arranged on one side of the wall hanging mould 3 departing from the side slope 2; the inner frame used in the embodiment is of a full-frame structure; an inclined strut 6 is also arranged between the double-row frame 5 and the side slope 2; a plurality of groups of steel bar supporting feet 7 are arranged on the roadbed 1; the reinforcing steel bar arm brace 7 is also provided with an auxiliary bracket 8; the outer plate body and the inner plate body of the wall hanging mould 3 are respectively installed through the double-row frames 5 and the auxiliary support 8; a plurality of groups of dowel bars 9 are arranged on the inner side of the wall hanging mould 3; the dowel bars 9 are transversely connected with the double-row frames 5 through steel pipes.
A pressure equalizing base is also arranged on one side of the inclined strut 6 correspondingly connected to the side slope 2. This voltage-sharing base can improve the contact surface between bracing and the side slope, reduces the damage to the side slope surface.
A temporary inclined strut 10 is also detachably arranged on the frame body back rod corresponding to the outer plate body of the wall hanging mould 3; the other end of the temporary diagonal brace 10 is connected to the inner frame. The temporary diagonal bracing 10 needs to be supported according to the layout position of the inner frame and the specific site requirements, so as to improve the stability of the overall reinforced structure.
The lower side of each group of the joint bars 9 close to the roadbed 1 is provided with an opposite L-shaped opposite supporting structure. The pair of supporting structures is used for improving the stability of a pouring concrete body at the bottom side of the hanging mould.
A water stop steel plate 11 is arranged in the middle of the wall hanging mould 3 through reinforcing steel bars; the water stop steel plate 11 is poured into the concrete to the height of 1/2.
The height of each group of the steel bar supporting feet 7 is in inverse proportion to the distance between the corresponding wall hanging moulds 3; the horizontal height of the upper rod piece of the auxiliary bracket is consistent with the height of the lower horizontal rod of the double-row bracket 5. In this embodiment, the height of the steel bar brace close to the wall hanging formwork wall plate is 360mm, and the height of the steel bar brace far away is 320mm, so as to ensure the structural strength of the auxiliary support.
Claims (6)
1. A retaining wall hangs mould reinforced structure, it includes the roadbed (1) set up on the ground; the side slope (2) is positioned on one side of the ground; the method is characterized in that: a wall hanging mould (3) is arranged on the roadbed (1) near the side slope (2); a bottom surface template (4) is also arranged between the wall hanging mould (3) and the side slope (2); the bottom surface template (4) is arranged on the roadbed (1); a double-row frame (5) is arranged on one side of the wall body hanging die (3) and the bottom surface template (4) facing the side slope (2), and an inner frame is arranged on one side of the wall body hanging die (3) departing from the side slope (2); an inclined strut (6) is also arranged between the double-row frame (5) and the side slope (2); a plurality of groups of steel bar supporting feet (7) are arranged on the roadbed (1); an auxiliary bracket (8) is also arranged on the reinforcing steel bar supporting foot (7); the outer side plate body and the inner side plate body of the wall hanging mould (3) are respectively installed through a double-row frame (5) and an auxiliary bracket (8); a plurality of groups of dowel bars (9) are arranged on the inner side of the wall hanging mould (3); the dowel bars (9) are transversely connected with the double-row frames (5) through steel pipes.
2. A retaining wall form-hanging reinforcement structure according to claim 1, characterized in that: a pressure equalizing base is also arranged on one side of the inclined strut (6) which is correspondingly connected with the side slope (2).
3. A retaining wall form-hanging reinforcement structure according to claim 1, characterized in that: a temporary inclined strut (10) is also detachably arranged on the frame body back rod corresponding to the outer plate body of the wall hanging mould (3); the other end of the temporary diagonal brace (10) is connected to the inner frame.
4. A retaining wall form-hanging reinforcement structure according to claim 1, characterized in that: the lower side of each group of the dowel bars (9) close to the roadbed (1) is provided with an opposite L-shaped opposite supporting structure.
5. A retaining wall form-hanging reinforcement structure according to claim 1, characterized in that: a water stop steel plate (11) is arranged in the middle of the wall hanging mould (3) in a reinforcing mode through a steel bar; the water stop steel plate (11) is poured into the concrete to the height of 1/2.
6. A retaining wall form-hanging reinforcement structure according to claim 1, characterized in that: the height of each group of steel bar supporting feet (7) is in inverse proportion to the distance between the corresponding wall hanging molds (3); the horizontal height of the upper rod piece of the auxiliary support is consistent with the height of the lower horizontal rod of the double-row support (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222150833.9U CN217998161U (en) | 2022-08-16 | 2022-08-16 | Retaining wall hangs mould reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222150833.9U CN217998161U (en) | 2022-08-16 | 2022-08-16 | Retaining wall hangs mould reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217998161U true CN217998161U (en) | 2022-12-09 |
Family
ID=84321538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222150833.9U Active CN217998161U (en) | 2022-08-16 | 2022-08-16 | Retaining wall hangs mould reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217998161U (en) |
-
2022
- 2022-08-16 CN CN202222150833.9U patent/CN217998161U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104631512B (en) | Hang modulus method after-pouring band beam-slab construction method | |
| CN108951840B (en) | Method for constructing arc-shaped outer wall of basement based on single-side formwork support of shaped support | |
| CN102677895B (en) | Suspended formwork pouring method for concrete foundation steps | |
| CN108755663B (en) | Construction method of large-diameter overlong variable-cross-section cast-in-situ bored pile | |
| CN217998161U (en) | Retaining wall hangs mould reinforced structure | |
| CN108797380B (en) | Suspension construction device and construction method for suspension irrigation continuous beam bracket | |
| CN218233146U (en) | Supporting device for pouring drainage side ditch | |
| CN204780635U (en) | Super wide nonprismatic continuous beam 0# piece concreties and relieves construction structures | |
| CN218322855U (en) | Basement height strides unilateral side formwork reinforced structure | |
| CN215241609U (en) | Height-adjustable combined template for manufacturing precast beam laying gap | |
| CN214656419U (en) | Steel pipe sand filling type ultrahigh support | |
| CN210621630U (en) | Concrete panel rock-fill dam | |
| CN113756352A (en) | Soft soil foundation brick moulding bed construction structure and construction method thereof | |
| CN207685879U (en) | A kind of lift stake reinforcing bearing platform construction platform | |
| CN212376256U (en) | Steel pipe bottom support frame for concrete pouring of floor slab platform | |
| CN215857239U (en) | Support combination fixing and erecting structure | |
| CN218437186U (en) | Single-side supporting formwork internal corner supporting structure | |
| CN220747204U (en) | Pump station system with stable support | |
| CN210421346U (en) | Side slope rapid trough regularization mould | |
| CN110344443A (en) | A kind of bright open tunnel internal model support equipment | |
| CN219410962U (en) | Comprehensive pipe rack side wall and top plate supporting system | |
| CN220725748U (en) | Ultra-high-rise atrium roof refuge layer formwork system | |
| CN215859053U (en) | Independent support post-cast strip floor slab template bearing structure | |
| CN217053389U (en) | Be used for tunnel foundation ditch to strut equipment | |
| CN214695654U (en) | Prestressed supporting rod for foundation pit enclosure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |