CN216893783U - Light partition wall with simple foundation - Google Patents
Light partition wall with simple foundation Download PDFInfo
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- CN216893783U CN216893783U CN202122511617.8U CN202122511617U CN216893783U CN 216893783 U CN216893783 U CN 216893783U CN 202122511617 U CN202122511617 U CN 202122511617U CN 216893783 U CN216893783 U CN 216893783U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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Abstract
The utility model relates to a light partition wall with a simple foundation, which comprises a plurality of wall column parts and fence parts, wherein the wall column parts are sequentially arranged at intervals; the wall column component comprises a wall column foundation, a wall column main body and a precast concrete coping which are sequentially arranged from bottom to top, the wall column foundation comprises a plain soil compaction layer, a broken stone cushion layer, a concrete layer and a fine stone concrete hole filling layer which are sequentially arranged from bottom to top, and a stainless steel plywood nail is arranged between the bottom of the precast concrete coping and the top of the wall column main body; the fence component comprises a frame-shaped square steel support and a plurality of square steel support frames which are arranged inside the frame-shaped square steel support in a criss-cross mode, and connecting rods connected with the wall column main body are arranged on two side faces of the frame-shaped square steel support. The utility model solves the problems of high cost, weak anti-theft capability, low safety performance and the like of the traditional enclosing wall.
Description
Technical Field
The utility model relates to the technical field of separating enclosing walls, in particular to a light separating enclosing wall with a simple foundation.
Background
A dividing wall is architecturally a space dividing structure used to enclose, divide, or protect an area, typically a wall surrounding a building. At present, the enclosure pattern is mainly had two kinds to domestic building separation, one kind is various steel sheet division wall, is fixed in on the fence with various steel sheet for the isolation of interim building site, convenient, repetitious usage. The other is a novel building block enclosure, a permanent enclosure built by hollow building blocks is built in the same way as a brick enclosure, and the permanent enclosure is inferior to a solid wall in overall performance such as lodging resistance and safety performance and is less in practical use.
In reality, the problem of narrow field operation surface is sometimes encountered, the economic rationality of construction cost is also required to be considered, and the two traditional enclosure forms are not suitable for being adopted. The partition wall made of the color steel plates has high manufacturing cost and weaker anti-theft capability; and the use requirements cannot be well met by adopting the integrity and the falling resistance of the novel building block enclosing wall.
Disclosure of Invention
The utility model aims to solve the defects of the prior art and provides a light partition wall with a simple foundation. The defects of the traditional enclosing wall can be overcome, the construction management work is clear and visual, and the construction operation is more stable and efficient.
In order to achieve the purpose, the utility model adopts the following technical scheme:
a light partition wall with a simple foundation comprises a plurality of wall column parts which are sequentially arranged at intervals and fence parts which are arranged between two adjacent wall column parts;
the wall column component comprises a wall column foundation, a wall column main body and a precast concrete coping which are sequentially arranged from bottom to top, the wall column foundation comprises a plain soil compaction layer, a broken stone cushion layer, a concrete layer and a fine stone concrete hole filling layer which are sequentially arranged from bottom to top, and a stainless steel plywood nail is arranged between the bottom of the precast concrete coping and the top of the wall column main body;
the fence component comprises a frame-shaped square steel support and a plurality of square steel support frames which are arranged inside the frame-shaped square steel support in a criss-cross mode, and connecting rods connected with the wall column main body are arranged on two side faces of the frame-shaped square steel support.
And a cement mortar plastering and true stone spraying paint layer is arranged on the outer wall of the wall column main body.
The precast concrete coping comprises a first coping column, a second coping column and a conical coping column, wherein the lower part of the first coping column is in butt joint with the wall column main body, the second coping column is arranged in the middle of the first coping column, and the conical coping column is arranged on the upper part of the second coping column.
A plurality of galvanized flat steel sheets are arranged between the top and the bottom of the frame-shaped square steel support and the inside square steel support, and a plurality of galvanized flat steel sheets are arranged on the lower portion of the square steel support.
The thickness of the gravel cushion layer is 150 mm; the thickness of the concrete layer is 100 mm; the fine stone concrete hole-filling layer is of a convex structure, the thickness of the lower part of the convex structure is 120mm, and the thickness of the upper part of the convex structure is 120 mm.
The height of wall post main part is 2720mm, and the width is 260mm, the height that wall post main part lower part is located below the horizon is 500 mm.
The thickness of the cement mortar finishing stone-spraying paint layer is 20 mm.
The size of the precast concrete coping is 450mm multiplied by 150mm, wherein the height of the first coping column is 20mm, the height of the second coping column is 100mm, and the height of the conical coping column is 30 mm.
The square steel size of the frame-shaped square steel support is 50mm multiplied by 50mm, and the square steel size of the square steel support frame is 25mm multiplied by 25 mm.
The size of the frame-shaped square steel support is 3550mm multiplied by 1500mm, and the distance from the top of the frame-shaped square steel support to the top of the precast concrete coping is 200 mm.
The utility model has the beneficial effects that: the utility model solves the problems of high cost, weak anti-theft capability, low safety performance and the like of the traditional enclosing wall, the integral enclosing wall foundation can be divided into a plurality of module units by combining the masonry enclosing wall with the railing and matching with the construction process of the segmented foundation, the problems of large occupied space of the enclosing wall, poor anti-falling performance, high cost and the like in the traditional construction process are avoided, the construction progress can be accelerated, the process is single, and the construction loss and a large amount of personnel investment are reduced.
Drawings
FIG. 1 is a front view of the present invention;
FIG. 2 is a top view of the present invention;
FIG. 3 is a schematic view of the construction of a wall stud member;
FIG. 4 is an enlarged view of A in FIG. 1;
in the figure: 1-a wall stud member; 2-a fence member;
101-wall column foundation; 102-a wall stud body; 103-precast concrete coping; 104-stainless steel plywood nails; 105-plastering cement mortar with a real stone paint layer; 1011-plain soil compacted layer; 1012-gravel cushion; 1013-concrete layer; 1014-fine stone concrete hole-filling layer;
201-frame-shaped square steel brackets; 202-square steel support frame; 203-connecting rod; 204-galvanized flat steel sheet;
the following detailed description refers to the accompanying drawings that illustrate embodiments of the utility model.
Detailed Description
The utility model is further illustrated by the following examples in conjunction with the accompanying drawings:
as shown in fig. 1 to 4, a light partition wall with a simple foundation comprises a plurality of wall column members 1 arranged at intervals in sequence and a fence member 2 arranged between two adjacent wall column members 1;
the wall column component 1 comprises a wall column foundation 101, a wall column main body 102 and a precast concrete coping 103 which are sequentially arranged from bottom to top, the wall column foundation 101 comprises a plain concrete compaction layer 1011, a broken stone cushion layer 1012, a concrete layer 1013 and a fine stone concrete grouting layer 1014 which are sequentially arranged from bottom to top, and a stainless steel plywood nail 104 is arranged between the bottom of the precast concrete coping 103 and the top of the wall column main body 102;
after the 1014 building blocks of the fine stone concrete grouting layer are built, C15 fine stone concrete is adopted for grouting and filling;
the wall column main body 102 adopts MU10 standard M7.5 cement mortar masonry;
the fence component 2 comprises a frame-shaped square steel support 201 and a plurality of square steel support frames 202 arranged inside the frame-shaped square steel support 201 in a criss-cross mode, and two side faces of the frame-shaped square steel support 201 are provided with connecting rods 203 connected with the wall column main body 102. The frame-shaped square steel support 201 and the square steel support 202 are made of galvanized steel.
And a cement mortar plastering and true stone spraying paint layer 105 is arranged on the outer wall of the wall column main body 102.
The precast concrete coping 103 includes a first coping column whose lower portion is butted with the wall column main body 102, a second coping column in the middle portion, and a tapered coping column at the upper portion.
A plurality of galvanized flat steel sheets 204 are arranged between the top and the bottom of the frame-shaped square steel support 201 and the inside square steel support 202, and a plurality of galvanized flat steel sheets 204 are arranged at the lower part of the square steel support 202.
The thickness of the gravel cushion layer 1012 is 150 mm; the thickness of the concrete layer 1013 is 100 mm; the fine stone concrete grouting layer 1014 is a convex structure, the thickness of the lower part of the convex structure is 120mm, and the thickness of the upper part of the convex structure is 120 mm.
The height of wall post main part 102 is 2720mm, and the width is 260mm, the height that wall post main part 102 lower part is located the ground level below is 500 mm.
The thickness of the cement mortar finishing true stone paint layer 105 is 20 mm.
The size of the precast concrete coping 103 is 450mm multiplied by 150mm, wherein the height of the first coping column is 20mm, the height of the second coping column is 100mm, and the height of the conical coping column is 30 mm.
The square steel size of the frame-shaped square steel bracket 201 is 50mm × 50mm, and the square steel size of the square steel support frame 202 is 25mm × 25 mm.
The size of the frame-shaped square steel support 201 is 3550mm multiplied by 1500mm, and the distance from the top of the frame-shaped square steel support 201 to the top of the precast concrete coping 103 is 200 mm.
The construction sequence of the utility model is as follows: surveying and laying → excavating foundation → constructing foundation cushion layer of wall column → constructing template of column foundation → pouring concrete of wall column foundation → disassembling mould of wall column → installing railing.
The specific construction process flow is as follows:
1. measuring line
1) The fence paying-off method is characterized in that one point is determined by two points by adopting a triangular principle according to an electronic plane drawing and two known points of a building body or an independent structure. In the same way, the control points (at least three) of the center shaft of the enclosing wall are released, the center position of the first enclosing wall column is released, the axis control points are subjected to pile fixing, and nails are fixed on the timber piles;
2) after the error is checked to be within 2cm, pulling lines among nails on the wooden piles, guiding the construction lines to the ground according to the pendant, and shoveling lime by using a plate shovel along the construction lines to scatter lime (the shoveling of lime is not too much, and the shoveling of lime is accurate), so that a center shaft control line of the enclosing wall is formed;
3) measuring the distance between the wall column and the extension distance on four sides by using a meter ruler according to the center position of a first wall column and an electronic version plane drawing, wherein the extension distance on four sides is 50-100cm, shoveling white ash by using a shovel (shoveling the white ash is not too much, and a half shovel is taken as a standard), and scattering a white ash line;
4) measuring with a meter ruler (width distance of a ground beam and extension distance) according to a central axis control line and an electronic edition plane drawing, extending 30cm from each of two sides, shoveling white ash with a shovel, scattering white ash (shoveling the white ash is not too much, and a half shovel is used as a standard), and scattering a white ash line;
note that the extension size is based on the actual situation (the above is the size of the formwork and the working face).
2. Foundation excavation
1) Before excavation, technicians carry out bottom crossing on the mechanical arm of the excavator to enable the mechanical arm to define the excavation range (the excavation size is the drawing size of the enclosing wall plus the extension size), the excavation depth is the drawing depth, backfilling soil (the nearby stacking cannot obstruct the construction and guarantee the road to be smooth) is filled, and the redundant earthwork processing mode adopts the modes of stacking terrain, outward transportation and road cushion;
2) the mechanical arm firstly carries out vertical excavation according to a lime line, technicians carry out leveling at any time to ensure the bottom elevation of the foundation trench and the error soil to be 3cm, the foundation is excavated, the technicians confirm the slope of the slope according to the soil quality condition, if the depth exceeds 1.2m, the original soil layer adopts 1:0.1 to carry out slope excavation, and if the depth is a backfill soil layer, 1:0.5 is adopted;
3) the foundation base is guaranteed to be compacted along with excavation and an excavator bucket (3-5 times of bucket compaction), scattered soil of a soil groove after the foundation pit is excavated is manually cleaned (no floating soil, leveling and meeting the elevation error range of a drawing), and a next procedure can be carried out after a technician confirms the size elevation of the foundation pit within the error range.
3. Construction of wall column foundation pad
1) Firstly, the worker is guided by the worker to prepare the material groove placing position, and the worker is reasonably arranged to prepare for construction.
2) The technician carries out the bottom crossing to the transport driver, confirms that the concrete is unloaded on the trough (need slow, steady, accurate), prevents the small opening.
3) Workers are arranged to level in the foundation pit, technicians conduct leveling at any time, and the error is controlled to be +/-2 cm (the error range of the position of the middle wall column is +/-1 cm, the error of the peripheral position is +/-2 cm, and the flatness is 95%).
4. Construction of column foundation formwork
1) Technical staff retest the position of the center shaft of the foundation pit according to the electronic version drawing, perform technical bottom crossing on woodworkers, and guide workers to place the four templates into the foundation pit by a worker leader;
2) the woodworking combines the four-side steel templates, the U-shaped buckles and the connecting angles according to the central position of the first column body to ensure that the number of one side of each U-shaped buckle is more than 8, so that the phenomena of poor connection and template expansion are avoided;
3) a meter ruler and a pendant are adopted for pointing and aligning, so that the accuracy of the position of the template (the distance between two column foundations is determined according to the size of a drawing) and the perpendicularity and the surface flatness are ensured (a pendant pointing and aligning method);
4) the technical personnel determine the concrete pouring altitude on the template by a marker pen through a level gauge and a drawing.
5. Wall column foundation concrete pouring
1) The worker is instructed by the worker to place the feeding groove and prepare;
2) the technician carries out bottom crossing on the transport driver and determines the unloading position (on the trough);
3) the technicians guide the worker to vibrate, and when the concrete is vibrated, the vibration duration of each vibration point is required to enable the concrete surface to present laitance and have no bubble (when an inserted vibrator is adopted, the depth is required to be not less than 50mm, and the template is required to be prevented from being collided);
4) the technical personnel guide workers to pour and level the concrete, and control the concrete to a standard height point, and the allowable error is +/-1-2 cm;
remarks are that the model of concrete model drawing is guaranteed to be finished within three hours.
6. Wall column form removal
1) When a worker removes the formworks, the U-shaped buckles and the connecting pieces between the formworks are firstly removed, the hooking guns are loosened, the formworks are tilted backwards and separated from the wall body, and the formworks can be lifted after the inspection confirms that no mistake exists;
2) cleaning the removed templates and connecting members, ensuring the next use, counting the number, uniformly stacking and ensuring that the height cannot exceed 1.5 m;
7. fence rail installation
1) The enclosure railing is a finished iron art railing which is processed outside, the railing is placed at a specified position after entering a field, and a specially-assigned person is sent to take care of the railing to prevent damage such as loss, collision, rain and the like;
2) the vertical and horizontal elevation of the handrail is well controlled by a hammerhead line, a level meter and the like when the handrail is installed, all handrails are ensured to be on the same parallel line, the embedded parts are cleaned up when the handrail is welded, a professional welder is arranged to weld the handrails and the embedded parts, the welding is ensured to be compact, flat and smooth, and the painting is used for rust prevention treatment twice.
The utility model solves the problems of high cost, weak anti-theft capability, low safety performance and the like of the traditional enclosing wall, the integral enclosing wall foundation can be divided into a plurality of module units by combining the masonry enclosing wall with the railing and matching with the construction process of the segmented foundation, the problems of large occupied space of the enclosing wall, poor anti-falling performance, high cost and the like in the traditional construction process are avoided, the construction progress can be accelerated, the process is single, and the construction loss and a large amount of personnel investment are reduced.
The utility model has been described in connection with the accompanying drawings, it is to be understood that the utility model is not limited to the specific embodiments disclosed, but is intended to cover various modifications, adaptations or uses of the utility model, and all such modifications and variations are within the scope of the utility model.
Claims (10)
1. A light partition wall with a simple foundation is characterized by comprising a plurality of wall column parts (1) which are sequentially arranged at intervals and fence parts (2) which are arranged between two adjacent wall column parts (1);
the wall column component (1) comprises a wall column foundation (101), a wall column main body (102) and a precast concrete coping (103) which are sequentially arranged from bottom to top, the wall column foundation (101) comprises a plain concrete tamping layer (1011), a broken stone cushion layer (1012), a concrete layer (1013) and a fine stone concrete grouting layer (1014) which are sequentially arranged from bottom to top, and a stainless steel plywood nail (104) is arranged between the bottom of the precast concrete coping (103) and the top of the wall column main body (102);
the fence component (2) comprises a frame-shaped square steel support (201) and a plurality of square steel support frames (202) which are arranged inside the frame-shaped square steel support (201) in a criss-cross mode, and two side faces of the frame-shaped square steel support (201) are provided with connecting rods (203) connected with the wall column main body (102).
2. The light partition wall of a simple foundation as claimed in claim 1, wherein the outer wall of the wall column main body (102) is provided with a cement mortar finishing true stone paint layer (105).
3. A lightweight dividing wall with a simple foundation as claimed in claim 2 wherein the precast concrete coping (103) comprises a first coping lower part abutting against the wall stud body (102), a second coping middle part and a tapered coping upper part.
4. The light partition wall with simple foundation as claimed in claim 3, wherein a plurality of galvanized flat steel sheets (204) are arranged between the top and bottom of the frame-shaped square steel support frame (201) and the inner square steel support frame (202), and a plurality of galvanized flat steel sheets (204) are arranged at the lower part of the square steel support frame (202).
5. A lightweight dividing fence of simple foundation as defined in claim 4 wherein said gravel pack (1012) has a thickness of 150 mm; the thickness of the concrete layer (1013) is 100 mm; the fine stone concrete grouting layer (1014) is of a convex structure, the thickness of the lower part of the convex structure is 120mm, and the thickness of the upper part of the convex structure is 120 mm.
6. A light dividing fence with simple foundation as claimed in claim 5 wherein the height of the wall stud body (102) is 2720mm and the width is 260mm and the height of the lower part of the wall stud body (102) below ground level is 500 mm.
7. A light dividing fence of simple foundation as claimed in claim 6 wherein the thickness of said cement mortar finishing stone paint layer (105) is 20 mm.
8. A lightweight divided fence of simple foundation as claimed in claim 7 wherein the dimensions of the precast concrete coping (103) are 450mm x 150mm, where the first coping height is 20mm, the second coping height is 100mm and the tapered coping height is 30 mm.
9. A light partition wall with a simple foundation as claimed in claim 8, characterized in that the square steel size of the frame-shaped square steel support frame (201) is 50mm x 50mm, and the square steel size of the square steel support frame (202) is 25mm x 25 mm.
10. A light partition fence of simple foundation as claimed in claim 9 wherein the dimensions of the frame-shaped square steel support (201) are 3550mm x 1500mm and the distance of the top of the frame-shaped square steel support (201) from the top of the precast concrete coping (103) is 200 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122511617.8U CN216893783U (en) | 2021-10-19 | 2021-10-19 | Light partition wall with simple foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122511617.8U CN216893783U (en) | 2021-10-19 | 2021-10-19 | Light partition wall with simple foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216893783U true CN216893783U (en) | 2022-07-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122511617.8U Active CN216893783U (en) | 2021-10-19 | 2021-10-19 | Light partition wall with simple foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216893783U (en) |
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2021
- 2021-10-19 CN CN202122511617.8U patent/CN216893783U/en active Active
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