CN212507360U - Drilling-free reinforced structure of concrete wall template - Google Patents
Drilling-free reinforced structure of concrete wall template Download PDFInfo
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- CN212507360U CN212507360U CN202020946957.6U CN202020946957U CN212507360U CN 212507360 U CN212507360 U CN 212507360U CN 202020946957 U CN202020946957 U CN 202020946957U CN 212507360 U CN212507360 U CN 212507360U
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- template
- screw
- concrete wall
- vertical channel
- stupefied
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- 241000357293 Leptobrama muelleri Species 0.000 claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 14
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 20
- 238000009415 formwork Methods 0.000 claims description 10
- 229910052742 iron Inorganic materials 0.000 claims description 10
- 230000002787 reinforcement Effects 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000005553 drilling Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 15
- 238000009434 installation Methods 0.000 abstract description 8
- 230000008595 infiltration Effects 0.000 abstract description 2
- 238000001764 infiltration Methods 0.000 abstract description 2
- 230000002035 prolonged effect Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000009435 building construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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Abstract
The utility model discloses a concrete wall template reinforced structure that exempts from to drill, include: the vertical channel-section steel back of the body that panel components and equidistance were arranged is stupefied, the stupefied panel components front side that is located of vertical channel-section steel back of the body, panel components includes monoblock rectangle template, monoblock rectangle template splices each other, and is provided with the bar template between two upper and lower adjacent monoblock rectangle templates, it perforates to have seted up first screw rod along length direction on the bar template. The utility model has simple and rapid installation and high construction efficiency, adopts the vertical channel steel back edge, and is more firm in installation and fixation; when the whole template is mounted or dismounted, almost no damage is caused, the service life of the template is greatly prolonged, and the template can be recycled, so that the construction cost is greatly reduced; the utility model discloses a practical wall stagnant water screw rod is less relatively, has avoided the concrete wall because of the risk of the too much infiltration in screw rod hole.
Description
Technical Field
The utility model belongs to the technical field of the construction, especially, relate to a concrete wall template reinforced structure that exempts from to drill.
Background
The main structure is an organically linked system which is based on foundation foundations and is used for receiving, bearing and transmitting all upper loads of construction projects and maintaining integrity, stability and safety of the upper structure, and the main structure and the foundation foundations jointly form a complete structural system of the construction projects, is a foundation for safe use of the construction projects, and is a safe, stable and reliable carrier and important components of the construction project. Before the main structure is poured with concrete, formwork support is needed.
In the current building construction field, template reinforcement is a construction operation mode which is generally existed in the building construction field, and the template reinforcement is mainly composed of a panel, a supporting structure and a connecting piece, and is used for ensuring the quality of concrete and the construction safety, accelerating the construction progress and reducing the engineering cost. The traditional concrete wall formwork reinforcing method is to fix the formwork, and then to pass the formwork through the tension bolt for reinforcement, so that the construction progress is slow, the loss of the formwork is accelerated, and the concrete forming effect is not good.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a concrete wall template reinforced structure of exempting from to drill to solve traditional concrete wall template and consolidate the way and can lead to the construction progress slow, accelerated the loss of template in addition, the concrete shaping effect is not fine technical problem.
The utility model provides an above-mentioned technical problem's technical scheme as follows: a concrete wall template drilling-free reinforcing structure comprises a panel assembly and vertical channel steel back ridges which are arranged at equal intervals, wherein the vertical channel steel back ridges are positioned on the front side of the panel assembly, the panel assembly comprises whole rectangular templates which are mutually spliced, a strip template is arranged between an upper adjacent whole rectangular template and a lower adjacent whole rectangular template, a first screw through hole is formed in the strip template along the length direction, the front side of the strip template is connected with a vertical limiting plate through an iron nail, a fixed hoop assembly is arranged between the vertical channel steel back ridges and the panel assembly, the fixed hoop assembly is sleeved on the outer side of the vertical channel steel back ridges, the bottom of the fixed hoop assembly is fixedly connected with the panel assembly, the front side of the vertical channel steel back ridges is provided with a transverse double-steel-pipe back ridge on the front side of each strip template, and the double-steel-pipe back ridges are fixedly connected with the panel assembly through a water stop screw, the water stop screw is matched with the first screw through hole on the panel component.
The utility model adopts the above be used for concrete wall template exempt from reinforced structure that drills, it is further: the number of the limiting plates is smaller than that of the first screw holes, the limiting plates are located on the front sides of the first screw holes, second screw holes are formed in the middle of the limiting plates and are arranged on the front sides of the first screw holes, and the aperture of each second screw hole is the same as that of each first screw hole.
The utility model adopts the above be used for concrete wall template exempt from reinforced structure that drills, it is further: the strip-shaped template plane is of a rectangular structure, and the upper end and the lower end of the limiting plate respectively protrude out of the upper edge and the lower edge of the strip-shaped template.
The utility model adopts the above be used for concrete wall template exempt from reinforced structure that drills, it is further: the first screw through holes are arranged at equal intervals along the length direction of the strip-shaped template, and the distance between every two adjacent first screw through holes is 280-300 mm.
The utility model adopts the above be used for concrete wall template exempt from reinforced structure that drills, it is further: the fixed hoop component comprises an iron wire, wherein two ends of the iron wire are connected with connecting rings, the lower ends of the connecting rings are welded with a gantry frame structure, the lower end of the gantry frame structure is welded with one side of the upper end of a fixed plate, a vertical upward sleeve is arranged in the middle of the upper end of the fixed plate, screws are sleeved on the inner side of the sleeve, and the lower ends of the screws penetrate through the fixed plate.
The utility model adopts the above be used for concrete wall template exempt from reinforced structure that drills, it is further: the inner side surface of the sleeve is provided with an internal thread structure, and the inner side surface of the sleeve is meshed with the screw.
The utility model adopts the above be used for concrete wall template exempt from reinforced structure that drills, it is further: and a magnet is embedded at the upper end of the fixed plate at the inner side of the gantry frame structure.
The utility model has the advantages that:
1. the utility model has simple and rapid installation and high construction efficiency, adopts the vertical channel steel back edge, and is more firm in installation and fixation; when the whole template is mounted or dismounted, almost no damage is caused, the service life of the template is greatly prolonged, and the template can be recycled, so that the construction cost is greatly reduced; the utility model discloses a practical wall stagnant water screw rod is less relatively, has avoided the concrete wall because of the risk of the too much infiltration in screw rod hole.
2. The utility model discloses the fixed hoop subassembly that well set up need not to hand, and one hand just can be installed (the magnet that sets up in the fixed hoop subassembly can make fixed hoop subassembly adsorb in the stupefied outside of the back of the body of vertical channel-section steel, and the screw in the fixed hoop subassembly is originally just overlapped in the cover, during the installation, only needs a hand to aim at the screw with electric screwdriver and just can realize the installation), and is simple swift, and the efficiency of construction is high.
Drawings
The above and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and not by way of limitation, wherein:
FIG. 1 is a schematic front view of an embodiment of a concrete wall form drill-free reinforcement structure;
fig. 2 is a schematic front view of a panel assembly according to an embodiment of the present invention;
fig. 3 is a schematic top view of a fixing clip assembly according to an embodiment of the present invention;
fig. 4 is a schematic side view of a gantry frame structure according to an embodiment of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1. a panel assembly; 101. a whole rectangular template; 102. a strip-shaped template; 103. perforating a first screw; 104. a limiting plate; 105. perforating a second screw; 2. back ridges of the vertical channel steel; 3. a fixed hoop assembly; 301. iron wires; 302. a connecting ring; 303. a gantry frame structure; 304. a fixing plate; 305. a magnet; 306. a sleeve; 307. screws; 4. back corrugation of the double steel pipes; 5. and (5) stopping the water screw rod.
Detailed Description
Hereinafter, embodiments of the concrete wall form reinforcement structure without drilling of the present invention will be described with reference to the accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
Fig. 1-4 show that concrete wall form of an embodiment of the utility model relates to a drilling reinforced structure exempts from, it includes: the panel component 1 comprises a whole rectangular template 101, the whole rectangular templates 101 are mutually spliced, a strip-shaped template 102 is arranged between an upper adjacent whole rectangular template 101 and a lower adjacent whole rectangular template 101, a first screw perforation 103 is arranged on the strip-shaped template 102 along the length direction, the first screw perforation 103 is arranged at equal intervals along the length direction of the strip-shaped template 102, the interval between every two adjacent first screw perforations 103 is 280-300mm, the front side of the strip-shaped template 102 is connected with a vertical limiting plate 104 through iron nails, the plane of the strip-shaped template 102 is of a rectangular structure, the upper end and the lower end of the limiting plate 104 respectively protrude out of the upper side and the lower side of the strip-shaped template 102, the number of the limiting plates 104 is smaller than that of the first screw perforation 103, the limiting plate 104 is arranged at the front side of the first screw perforation 103, the middle part of the limiting plate 104 is provided with a second screw perforation 105 right in front of the first screw perforation 103, the second screw through hole 105 and the first screw through hole 103 have the same aperture, a fixed hoop component 3 is arranged between the vertical channel steel back edge 2 and the panel component 1, the fixed hoop component 3 is sleeved outside the vertical channel steel back edge 2, the bottom of the fixed hoop component 3 is fixedly connected with the panel component 1, the fixed hoop component 3 comprises an iron wire 301, two ends of the iron wire 301 are respectively connected with a connecting ring 302, the lower end of the connecting ring 302 is welded with a gantry structure 303, the lower end of the gantry structure 303 is welded with one side of the upper end of a fixed plate 304, an iron-absorbing stone 305 is embedded at the upper end of the fixed plate 304 at the inner side of the gantry structure 303, a vertical upward sleeve 306 is arranged in the middle of the upper end of the fixed plate 304, a screw 307 is sleeved on the inner side of the sleeve 306, the lower end of the screw 307 penetrates through the fixed plate 304, specifically, an internal thread structure is arranged on the inner side surface of the sleeve 306, the inner side surface of the sleeve 306 is meshed, and two steel pipe back arriss 4 pass through stagnant water screw rod 5 and panel components 1 fixed connection, and stagnant water screw rod 5 and the first screw rod on the panel components 1 are perforated 103 phase-matchedly.
The working principle is as follows:
the utility model discloses the reinforcement mode does: the reinforcing position of the conventional water stop screw rod 5 is improved, the whole rectangular template 101 is not reinforced, the reinforcing position of the water stop screw rod 5 is adjusted at the transverse splicing joint of the whole rectangular template 101, a strip-shaped template 102 with the width of 10cm is arranged between the transverse splicing joints of the whole rectangular template 101, water stop screw rod holes are arranged at intervals of 280-300mm along the length direction, and the vertical splicing joint is tight. The vertical edges adopt vertical channel steel back edges 2, the transverse edges adopt double steel pipe back edges 4, and the transverse edges are arranged at transverse abutted seam positions.
The utility model discloses an installation method does: assembling the panel component 1 (selecting a corresponding number of whole rectangular templates 101, strip-shaped templates 102 and limiting plates 104 according to the size of the wall, and assembling the panel component 1); mounting vertical channel steel back edges 2 (the vertical channel steel back edges 2 are arranged on the front side of the panel component 1 at equal intervals, and the vertical channel steel back edges 2 are fixedly connected with the panel component 1 through a fixed hoop component 3); the stupefied 4 of two steel pipe backs of installation (wear to establish stagnant water screw rod 5 with the panel components 1 of wall both sides to lay two steel pipe backs of stupefied 4 in bar template 102 department in the stupefied 2 outside of the back of the body of vertical channel-section steel, and fix it through screwing up stagnant water screw rod 5).
The technical features disclosed above are not limited to the combinations with other features disclosed, and other combinations between the technical features can be performed by those skilled in the art according to the purpose of the invention to achieve the aim of the invention.
Claims (7)
1. The utility model provides a concrete wall template reinforced structure that exempts from to drill which characterized in that includes: stupefied (2) of the vertical channel-section steel back of the body that panel components (1) and equidistance were arranged, stupefied (2) of the vertical channel-section steel back of the body is located panel components (1) front side, panel components (1) include monoblock rectangle template (101), monoblock rectangle template (101) splice each other, and be provided with bar template (102) between two upper and lower adjacent monoblock rectangle templates (101), it perforates (103) to have seted up first screw rod along length direction on bar template (102), bar template (102) front side is connected with vertical limiting plate (104) through the iron nail, be provided with between stupefied (2) of the vertical channel-section steel back of the body and panel components (1) fixed hoop component (3), fixed hoop component (3) cover is located stupefied (2) of the vertical channel-section steel back of the body outside, and fixed hoop component (3) bottom and panel components (1) fixed connection, stupefied (2) of the vertical channel-section steel back of the body front side all is provided with stupefied (4 ) And the double-steel-pipe back edge (4) is fixedly connected with the panel component (1) through a water stop screw rod (5), and the water stop screw rod (5) is matched with a first screw rod perforation (103) on the panel component (1).
2. The concrete wall formwork drilling-free reinforcement structure of claim 1, wherein the number of the limiting plates (104) is smaller than the number of the first screw through holes (103), the limiting plates (104) are located on the front side of the first screw through holes (103), the middle parts of the limiting plates (104) are provided with second screw through holes (105) on the front side of the first screw through holes (103), and the diameters of the second screw through holes (105) are the same as those of the first screw through holes (103).
3. The concrete wall formwork drilling-free reinforcing structure is characterized in that the plane of the strip-shaped formwork (102) is of a rectangular structure, and the upper end and the lower end of the limiting plate (104) respectively protrude out of the upper side and the lower side of the strip-shaped formwork (102).
4. The concrete wall form drilling-free reinforcing structure as recited in claim 1, wherein said first screw through holes (103) are arranged equidistantly along the length direction of the strip form (102), and the distance between two adjacent first screw through holes (103) is 280-300 mm.
5. The concrete wall formwork drilling-free reinforcement structure is characterized in that the fixing hoop assembly (3) comprises an iron wire (301), two ends of the iron wire (301) are connected with connecting rings (302), a gantry frame structure (303) is welded at the lower end of the connecting rings (302), one side of the upper end of a fixing plate (304) is welded at the lower end of the gantry frame structure (303), a sleeve (306) which faces vertically upwards is arranged in the middle of the upper end of the fixing plate (304), a screw (307) is sleeved on the inner side of the sleeve (306), and the lower end of the screw (307) penetrates through the fixing plate (304).
6. The concrete wall form reinforcement structure without drilling according to claim 5, wherein the inner side surface of the sleeve (306) is provided with an internal thread structure, and the inner side surface of the sleeve (306) is engaged with the screw (307).
7. The concrete wall form drilling-free reinforcing structure is characterized in that a magnet (305) is embedded in the upper end of a fixing plate (304) on the inner side of the doorframe structure (303).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020946957.6U CN212507360U (en) | 2020-05-29 | 2020-05-29 | Drilling-free reinforced structure of concrete wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020946957.6U CN212507360U (en) | 2020-05-29 | 2020-05-29 | Drilling-free reinforced structure of concrete wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212507360U true CN212507360U (en) | 2021-02-09 |
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ID=74390697
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020946957.6U Expired - Fee Related CN212507360U (en) | 2020-05-29 | 2020-05-29 | Drilling-free reinforced structure of concrete wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212507360U (en) |
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2020
- 2020-05-29 CN CN202020946957.6U patent/CN212507360U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210209 |