CN216446031U - Half contrary structure of executing of stake siding wall concrete - Google Patents
Half contrary structure of executing of stake siding wall concrete Download PDFInfo
- Publication number
- CN216446031U CN216446031U CN202123065317.8U CN202123065317U CN216446031U CN 216446031 U CN216446031 U CN 216446031U CN 202123065317 U CN202123065317 U CN 202123065317U CN 216446031 U CN216446031 U CN 216446031U
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- template
- pouring
- wooden
- inner baffle
- buckle
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Links
- 238000010276 construction Methods 0.000 claims abstract description 16
- 230000002787 reinforcement Effects 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 12
- 239000010959 steel Substances 0.000 claims abstract description 12
- 239000002689 soil Substances 0.000 claims description 22
- 239000002023 wood Substances 0.000 claims description 22
- 238000009415 formwork Methods 0.000 claims description 18
- 230000000903 blocking effect Effects 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 238000000034 method Methods 0.000 abstract description 5
- 238000005204 segregation Methods 0.000 abstract description 3
- 238000007789 sealing Methods 0.000 abstract 1
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 230000004888 barrier function Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 210000003141 lower extremity Anatomy 0.000 description 1
Images
Abstract
The utility model relates to the technical field of side slope retaining wall construction, in particular to a pile slab wall concrete semi-reverse construction structure which comprises a steel reinforcement cage and a pouring support assembly; the pouring support component comprises an inner baffle, a wooden template, a template connecting component, an outer mold supporting component, a plugging template and a dismounting buckle, wherein the inner baffle is connected with the wooden template through the template connecting component, a reinforcement cage is installed between the inner baffle and the wooden template, the template connecting component is respectively connected with the wooden template and the inner baffle, the outer mold supporting component supports the wooden template, the wooden template is provided with a pouring gate, the pouring gate penetrates through the wooden template, the plugging template is matched with the pouring gate, concrete is poured from a first pouring gate outside the wooden template through a concrete hopper until the lower edge of the pouring gate is reached, the plugging template is used for sealing the pouring gate at the moment, then the pouring hopper is lifted to a second pouring gate for pouring, so that the height of pouring can be ensured not to be too high, and segregation of the concrete in the falling process is avoided.
Description
Technical Field
The utility model relates to the technical field of side slope retaining wall construction, in particular to a pile slab wall concrete semi-reverse construction structure.
Background
At present, mountain area building engineering often forms a high slope form exceeding a certain scale, an anchor pile sheet wall supporting system is generally adopted in a higher vertical section area in the prior design and construction, a traditional slide-resistant pile and an inter-pile baffle are connected in a bar planting mode, and the inter-pile baffle is constructed by a reverse construction method of 5m section.
In the process of pouring the retaining wall concrete, the retaining wall is firstly subjected to template erection and fixation, and then concrete pouring is carried out through an opening from the top of the template, so that the retaining wall template is filled with concrete, but when the high retaining wall concrete is poured, the concrete is poured from the top, the concrete on the upper layer can be segregated, the aggregate is piled up at the bottom, and the pouring effect of the retaining wall is influenced.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a pile plate wall concrete semi-reverse construction structure, and aims to solve the technical problem that when the retaining wall concrete with a higher height is poured in the prior art, the concrete is poured from the top, the concrete on the upper layer can be separated, so that aggregate is accumulated at the bottom, and the pouring effect of the retaining wall is further influenced.
In order to achieve the purpose, the pile plate wall concrete semi-reverse construction structure comprises a reinforcement cage and a pouring support assembly; the pouring support assembly comprises an inner baffle, a wooden template, a template connecting component, an outer template supporting component, a plugging template and a dismounting buckle, the inner baffle is connected with the wooden template through the template connecting component, the reinforcement cage is installed between the inner baffle and the wooden template, the template connecting component is respectively connected with the wooden template and the inner baffle, the outer template supporting component supports the wooden template, the wooden template is provided with a pouring gate, the pouring gate penetrates through the wooden template, and the plugging template is detachably connected with the wooden template through the dismounting buckle and is matched with the pouring gate.
The template connecting component comprises a soil nail, a split screw and a locking bolt, wherein the soil nail is fixedly connected with the inner baffle and is positioned on one side of the inner baffle, which is far away from the wooden template; one end of the split screw is fixedly connected with the soil nail, the other end of the split screw penetrates through the inner baffle and the wood formwork respectively, and the locking bolt is in threaded connection with the split screw and is connected with the outer die supporting component.
The external mold supporting component comprises battens and steel pipe inclined struts, wherein the battens are abutted with the wood template, abutted with the locking bolts and positioned between the locking bolts and the wood template; one end of the steel pipe inclined strut is abutted to the batten, and the other end of the steel pipe inclined strut is abutted to the ground.
The disassembly buckle comprises a connecting sub-buckle and a connecting female buckle, and the female buckle is fixedly connected with the wooden template and is positioned on one side of the wooden template, which is close to the plugging template; the connecting sub-buckle is fixedly connected with the plugging template, matched with the connecting female buckle and positioned on one side of the plugging template, which is close to the connecting female buckle.
The pouring support assembly further comprises a water drainage buried pipe, and two ends of the water drainage buried pipe penetrate through the inner baffle and the wood formwork respectively and are arranged between the inner baffle and the wood formwork.
The utility model relates to a concrete semi-reverse construction structure of a pile plate wall, which comprises a reinforcement cage and a pouring support assembly; the pouring support assembly comprises an inner baffle plate, a wooden template, a template connecting component, an outer template supporting component, a plugging template and a dismounting buckle, the inner baffle plate is connected with the wooden template through the template connecting component, the reinforcement cage is installed between the inner baffle plate and the wooden template, the template connecting component is respectively connected with the wooden template and the inner baffle plate, the outer template supporting component supports the wooden template, the wooden template is provided with a pouring gate, the pouring gate penetrates through the wooden template, the plugging template is detachably connected with the wooden template through the dismounting buckle and matched with the pouring gate, concrete is poured from the first pouring gate at the outer side of the wooden template through a concrete hopper and is poured in layers until the lower edge of the pouring gate is reached, and at the moment, the plugging template is installed on the pouring gate through the dismounting buckle, it is right the sprue gate seals up, then promotes the pouring hopper to the second the sprue gate pours, so can guarantee that the height of pouring can not be too high to avoid the concrete to produce the segregation at the in-process that drops.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic structural view of a casting support assembly of the present invention.
Fig. 2 is a schematic view showing an installation structure of the soil nails and the drain pipes according to the present invention.
Fig. 3 is a schematic structural view of the detaching buckle of the utility model.
In the figure: the method comprises the following steps of 1-a reinforcement cage, 2-a pouring support assembly, 21-an inner baffle, 22-a wood template, 23-a template connecting component, 24-an outer mold supporting component, 25-a blocking template, 26-a dismounting buckle, 27-a water drainage buried pipe, 211-a pouring gate, 231-a soil nail, 232-a split screw, 233-a locking bolt, 241-a batten, 242-a steel pipe inclined strut, 261-a connecting sub buckle and 262-a connecting female buckle.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are illustrative and intended to be illustrative of the utility model and are not to be construed as limiting the utility model.
In the description of the present invention, it is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, and are used merely for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the present invention. Further, in the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
Referring to fig. 1 to 3, the present invention provides a concrete semi-reverse construction structure for a pile slab wall, which includes a reinforcement cage 1 and a casting support assembly 2; the pouring support assembly 2 comprises an inner baffle plate 21, a wooden template 22, a template connecting member 23, an outer supporting member 24, a blocking template 25 and a dismounting buckle 26, wherein the inner baffle plate 21 is connected with the wooden template 22 through the template connecting member 23, the reinforcement cage 1 is installed between the inner baffle plate 21 and the wooden template 22, the template connecting member 23 is respectively connected with the wooden template 22 and the inner baffle plate 21, the outer supporting member 24 supports the wooden template 22, the wooden template 22 is provided with a pouring gate 211, the pouring gate 211 penetrates through the wooden template 22, and the blocking template 25 is detachably connected with the wooden template 22 through the dismounting buckle 26 and is matched with the pouring gate 211.
In this embodiment, the wooden mold plate 22 is a glued wood plate with a thickness of 15mm, the inner baffle 21 is arranged on one side close to the soil body, the inner baffle 21 is also a glued wood plate with a thickness of 15mm, the inner baffle 21 and the wooden mold plate 22 are connected with the mold plate connecting member 23 through a connecting mold plate on the side surface, so that a groove body for installing the reinforcement cage 1 and the concrete is formed between the inner mold plate and the wooden mold plate 22, and the top of the groove body is open and is used for pouring the concrete by using a concrete hopper; the two pouring ports 211 are formed in the wood formwork 22, the pouring ports 211 are square and horizontally penetrate through the wood formwork 22 and are communicated with a groove body between the wood formwork 22 and the inner baffle 21, the two pouring ports 211 are vertically arranged in the vertical direction and are used for concrete layered pouring, the thickness of the concrete layered pouring is 400mm, the height of one-time pouring is not more than 2.5m, and after the pouring of lower-layer concrete is finished, the upper-layer concrete pouring construction is carried out after the initial setting time of the concrete is reached; the plugging template 25 is detachably connected with the wooden template 22 through the dismounting buckle 26, and the plugging template 25 is matched with the pouring gate 211, so that the pouring gate 211 can be sealed by using the plugging template 25; so, at the side-mounting of the soil body interior baffle 21, and through template connecting member 23 installation plank sheathing 22, to interior baffle 21 with install between the plank sheathing 22 reinforcement cage 1, and use outside supporting member 24 is right the outside of plank sheathing 22 advances diagonal bracing, follow through the concrete hopper the first in the plank sheathing 22 outside pouring gate 211 pouring concrete, and carry out the layering pouring, until reaching the lower limb of pouring gate 211, will at this moment shutoff template 25 passes through dismantle buckle 26 and install on pouring gate 211, to pouring gate 211 seals, then promote the pouring hopper to the second pouring gate 211 pours, so can guarantee that the height of pouring can not be too high, thereby avoid the concrete to produce the segregation in the in-process that drops.
Further, referring to fig. 1 and 2, the formwork connecting member 23 includes a soil nail 231, a tie screw 232 and a locking bolt 233, the soil nail 231 is fixedly connected with the inner baffle 21 and is located on a side of the inner baffle 21 away from the wooden formwork 22; one end of the opposite-pulling screw 232 is fixedly connected with the soil nail 231, the other end of the opposite-pulling screw 232 penetrates through the inner baffle 21 and the wood formwork 22 respectively, and the locking bolt 233 is in threaded connection with the opposite-pulling screw 232 and is connected with the outer supporting member 24.
In this embodiment, the soil nails 231 are cone-shaped, the soil nails 231 are fixedly mounted on the inner barrier 21, and the cone-shaped portions of the soil nails 231 are inserted into the soil, so that the inner barrier 21 is fixed to the soil by the soil nails 231; the counter-pulling screw 232 penetrates through the inner baffle 21 and the wooden template 22, one end of the counter-pulling screw 232 is connected with the soil nail 231, the other end of the counter-pulling screw 232 is in threaded connection with the locking bolt 233, and the locking bolt 233 is rotatably adjusted to be in a position on the counter-pulling screw, so that the outer sides of the inner baffle 21 and the wooden template 22 are supported, and the inner baffle 21 and the wooden template 22 cannot be displaced during concrete pouring.
Further, referring to fig. 1, the outer surface supporting member 24 includes a batten 241 and a steel pipe brace 242, the batten 241 abuts against the wooden mold plate 22, abuts against the locking bolt 233, and is located between the locking bolt 233 and the wooden mold plate 22; one end of the steel pipe inclined strut 242 abuts against the batten 241, and the other end of the steel pipe inclined strut 242 abuts against the ground.
In the present embodiment, the batten 241 is abutted between the plank 22 and the locking bolt 233, and since the area of the side surface of the batten 241 is large, the clamping force of the locking bolt 233 can be supported, so that the plank 22 can stably receive the clamping force of the locking bolt 233; two ends of the steel pipe diagonal brace 242 respectively abut against the ground and the battens 241, so that the battens 241 and the wood formwork 22 are obliquely supported, and the stability of the wood formwork 22 is ensured during concrete pouring.
Further, referring to fig. 3, the detaching buckle 26 includes a connecting sub-buckle 261 and a connecting female buckle 262, and the female buckle is fixedly connected to the plank sheathing 22 and is located on one side of the plank sheathing 22 close to the blocking plank 25; the connecting sub-buckle 261 is fixedly connected with the blocking template 25, is matched with the connecting female buckle 262 and is positioned at one side of the blocking template 25 close to the connecting female buckle 262.
In this embodiment, the coupling female button 262 is fixed to the wooden mold plate 22 by a bolt, the coupling male button 261 is fixed to the blocking mold plate 25 by a bolt, and when the blocking mold plate 25 seals the gate 211, the coupling male button 261 is coupled to the coupling female button 262 to be locked, so that the blocking mold plate 25 can be stably mounted to the wooden mold plate 22.
Further, referring to fig. 2, the pouring support assembly 2 further includes a drainage pipe burying 27, and two ends of the drainage pipe burying 27 respectively penetrate through the inner baffle 21 and the wooden mold plate 22 and are disposed between the inner baffle 21 and the wooden mold plate 22.
In this embodiment, in order to provide a drain hole in the pile plate wall, the drain buried pipe 27 needs to be installed on the inner barrier 21 and the wood formwork 22, the installation inclination angle of the drain buried pipe 27 is 5 °, one end of the drain buried pipe 27 extending into the soil body is wrapped with geotextile, and gravel is placed in the geotextile, so that accumulated water in the soil body can be led out after the pile plate wall is formed.
While the utility model has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the utility model.
Claims (5)
1. A pile plate wall concrete semi-reverse construction structure is characterized by comprising a reinforcement cage and a pouring support assembly;
the pouring support assembly comprises an inner baffle, a wooden template, a template connecting component, an outer template supporting component, a plugging template and a dismounting buckle, the inner baffle is connected with the wooden template through the template connecting component, the reinforcement cage is installed between the inner baffle and the wooden template, the template connecting component is respectively connected with the wooden template and the inner baffle, the outer template supporting component supports the wooden template, the wooden template is provided with a pouring gate, the pouring gate penetrates through the wooden template, and the plugging template is detachably connected with the wooden template through the dismounting buckle and is matched with the pouring gate.
2. The pile-plate wall concrete semi-reverse construction of claim 1,
the template connecting component comprises a soil nail, a split screw and a locking bolt, and the soil nail is fixedly connected with the inner baffle and is positioned on one side of the inner baffle, which is far away from the wooden template; one end of the split screw is fixedly connected with the soil nail, the other end of the split screw penetrates through the inner baffle and the wood formwork respectively, and the locking bolt is in threaded connection with the split screw and is connected with the outer mold supporting component.
3. The pile-plate wall concrete semi-reverse construction of claim 2,
the outer mold supporting component comprises battens and steel pipe inclined struts, the battens are abutted with the wood template, abutted with the locking bolts and positioned between the locking bolts and the wood template; one end of the steel pipe inclined strut is abutted to the batten, and the other end of the steel pipe inclined strut is abutted to the ground.
4. The pile-plate wall concrete semi-reverse construction of claim 1,
the disassembly buckle comprises a connecting sub-buckle and a connecting female buckle, and the female buckle is fixedly connected with the wood formwork and is positioned on one side of the wood formwork close to the blocking formwork; the connecting sub-buckle is fixedly connected with the plugging template, matched with the connecting female buckle and positioned on one side of the plugging template, which is close to the connecting female buckle.
5. The pile-plate wall concrete semi-reverse construction of claim 1,
the pouring support assembly further comprises a water drainage buried pipe, and two ends of the water drainage buried pipe penetrate through the inner baffle and the wood formwork respectively and are arranged between the inner baffle and the wood formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123065317.8U CN216446031U (en) | 2021-12-08 | 2021-12-08 | Half contrary structure of executing of stake siding wall concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123065317.8U CN216446031U (en) | 2021-12-08 | 2021-12-08 | Half contrary structure of executing of stake siding wall concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216446031U true CN216446031U (en) | 2022-05-06 |
Family
ID=81355454
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123065317.8U Expired - Fee Related CN216446031U (en) | 2021-12-08 | 2021-12-08 | Half contrary structure of executing of stake siding wall concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216446031U (en) |
-
2021
- 2021-12-08 CN CN202123065317.8U patent/CN216446031U/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: 20220506 |