CN219528400U - Cast-in-situ upright post template reinforcing structure - Google Patents
Cast-in-situ upright post template reinforcing structure Download PDFInfo
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- CN219528400U CN219528400U CN202320857296.3U CN202320857296U CN219528400U CN 219528400 U CN219528400 U CN 219528400U CN 202320857296 U CN202320857296 U CN 202320857296U CN 219528400 U CN219528400 U CN 219528400U
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- transverse steel
- vertical keel
- steel pipes
- upright post
- plate
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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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Abstract
The utility model belongs to the technical field of building construction, and particularly relates to a cast-in-situ upright post template reinforcing structure, which comprises a opposite-pulling locking mechanism and a plurality of vertical keel plates paved on four outer side walls of an upright post template; the outer side walls of the vertical keel plates on each outer side wall of the upright post formwork are respectively paved with a plurality of groups of transverse steel pipes at intervals along the vertical direction, the vertical keel plates are provided with supporting plates for supporting the transverse steel pipes, the supporting plates are detachably connected with the vertical keel plates, and each transverse steel pipe is arranged on the outer side wall of each vertical keel plate through at least two supporting plates; the two groups of transverse steel pipes which are opposite left and right and the two groups of transverse steel pipes which are opposite front and back are locked by two opposite locking mechanisms. This reinforced structure installs the layer board on vertical fossil fragments board and supports horizontal steel pipe, has released workman's both hands, and the workman's installation of being convenient for is to the horizontal steel pipe of zip fastener mechanism pair zip fastener, and the operation of being convenient for, labour saving and time saving can improve the efficiency of construction.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a cast-in-situ upright post template reinforcing structure.
Background
In the building construction's stand pouring construction process, utilize the plank sheathing compound die in the outside of stand steel reinforcement cage, many plank sheathing surround and form the stand and pour the chamber, form the stand template that is square columnar structure in the outside of stand steel reinforcement cage, need install reinforcing apparatus in the outside of stand template, utilize reinforcing apparatus to fix the stand template, ensure the steadiness of stand template, prevent that the neutral stand template of concrete placement process from leaking thick liquid or rising the mould.
The prior art generally utilizes steel pipes and opposite-pulling screws to tighten the upright post template, specifically, four lateral walls of the upright post template are respectively paved with a plurality of vertical steel pipes along the transverse interval, the vertical steel pipes are used as vertical keels, the outer sides of the vertical steel pipes on each lateral wall are respectively paved with a plurality of groups of transverse steel pipes along the vertical direction interval, each group of transverse steel pipes is used as transverse keels, each group of transverse steel pipes comprises two or three transverse steel pipes, the groups of transverse steel pipes on the four lateral walls of the upright post template are respectively opposite left and right or are opposite front and back, and the opposite-pulling locking mechanisms consisting of opposite-pulling screws, nuts and mountain-shaped cards are respectively utilized to lock the upright post template in opposite-pulling mode, so that the groups of transverse steel pipes are tightly tightened from four sides.
When installing above-mentioned reinforced structure in the stand pouring work progress, each side according to the experience interval arrangement of worker respectively of stand template is horizontal steel pipe in every side more, and the interval between the adjacent horizontal steel pipe is non-uniform, need at least two workers to hold each horizontal steel pipe of horizontal or front and back relative and install simultaneously to the zip fastener mechanism about when locking to drawing, and above-mentioned operation is comparatively time consuming and laborious, and the efficiency of construction is low.
Disclosure of Invention
According to the defects in the prior art, the cast-in-situ upright post template reinforcing structure is convenient to install, the transverse steel pipe is supported by installing the supporting plate on the outer side of the upright post template, workers are not required to hold the transverse steel pipe, the operation is convenient, time and labor are saved, and the construction efficiency is effectively improved.
The utility model is realized by the following technical scheme:
the cast-in-situ upright post template reinforcing structure comprises a opposite-pulling locking mechanism formed by opposite-pulling screws, nuts and mountain-shaped clamps, and further comprises a plurality of vertical keel plates paved on four outer side walls of the upright post template, wherein the four outer side walls of the upright post template are respectively paved with a plurality of vertical keel plates at intervals along the transverse direction, and the vertical keel plates are fixedly connected with the upright post template;
the outer side wall of the vertical keel plate on each outer side wall of the upright post template is paved with a plurality of groups of transverse steel pipes at intervals along the vertical direction, each group of transverse steel pipes comprises two transverse steel pipes, the vertical keel plate is provided with a supporting plate for supporting the transverse steel pipes, the supporting plate is detachably connected with the vertical keel plate, and each transverse steel pipe is arranged on the outer side wall of the vertical keel plate through at least two supporting plates;
the left side wall of the upright post template is provided with a plurality of groups of transverse steel pipes which are bilaterally symmetrical with the right side wall of the upright post template, and the left and right opposite groups of transverse steel pipes are oppositely locked by two opposite locking mechanisms; the plurality of groups of transverse steel pipes on the front side wall of the upright post template are in front-back symmetry with the plurality of groups of transverse steel pipes on the rear side wall of the upright post template, and the two groups of transverse steel pipes opposite in front-back are locked in opposite pulling mode through two opposite pulling locking mechanisms.
Further, the vertical keel plates are hollow structures which are communicated up and down.
Furthermore, the vertical keel plate is a U-shaped pipe, and flanges are arranged on the outer walls of the two sides of the opening of the vertical keel plate; the flange on the vertical keel plate is fixedly connected with the upright post template through a screw or a steel nail.
Furthermore, a plurality of clamping grooves which are communicated with each other inside and outside are formed in the side wall, which is not contacted with the upright column template or the transverse steel pipe, of the vertical keel plate at equal intervals along the vertical direction; the supporting plate comprises a U-shaped groove plate, the transverse steel pipe can be clamped into the groove of the U-shaped groove plate, and the outer side wall of one end of the U-shaped groove plate is provided with an L-shaped hanging plate which can be hooked and connected with the vertical keel plate at the clamping groove.
Further, the outer side wall of the bottom of the U-shaped groove plate is provided with a baffle, and the baffle and the L-shaped hanging plate are positioned on the same side.
Compared with the prior art, the utility model has the following beneficial effects:
the reinforcing structure is used for reinforcing the upright post template in the upright post pouring construction process of the house building, ensures the stability of the upright post template, and prevents slurry leakage or mold expansion of the upright post template in the concrete pouring process; according to the reinforcing structure, the plurality of vertical keel plates are arranged on each outer side wall of the upright column formwork to replace a traditional vertical steel pipe, the supporting plates for supporting the transverse steel pipes are arranged on the vertical keel plates, the transverse steel pipes are supported and stabilized on the outer side walls of the vertical keel plates by the supporting plates, compared with the traditional technology that workers need to hold the transverse steel pipes, the supporting plates are used for supporting the transverse steel pipes to release hands of the workers, the workers can conveniently install the opposite-pulling locking mechanism to lock the transverse steel pipes in opposite-pulling mode, operation is facilitated, time and labor are saved, and construction efficiency can be improved; compared with the traditional technology that transverse steel pipes are arranged at intervals according to the experience of workers, the utility model uses the supporting plates to support the transverse steel pipes, which is beneficial to the standardized installation of the reinforcing structure on the outer side of the upright post template and ensures the stability of the upright post template.
Drawings
Fig. 1 is a schematic perspective view of the present utility model.
Fig. 2 is an enlarged schematic view of a partial structure at a in fig. 1.
Fig. 3 is a schematic view of the installation structure of the opposite-pulling locking mechanism and the transverse steel pipe in the utility model.
Fig. 4 is a partial schematic view of an explosive structure according to the present utility model.
Fig. 5 is an enlarged schematic view of a partial structure at B in fig. 4.
The names of the components in the figure are as follows: the steel pipe comprises a transverse steel pipe 1-a pair of pull locking mechanisms, a pair of pull screws 2.1-a pair of pull screws 2.2-a nut, a mountain-shaped clamp 2.3-a vertical keel plate 3-a supporting plate 4-a U-shaped groove plate 4.1-a hanging plate 4.2-an L-shaped hanging plate 4.3-a baffle plate 5-a column template 6-a clamping groove 7-a flanging.
Detailed Description
The present utility model is further illustrated by the following examples, which are not intended to be limiting, but any modifications, equivalents, improvements, etc. within the spirit and principles of the present utility model are intended to be included within the scope of the present utility model.
Embodiment 1, as shown in fig. 1 to 5, a cast-in-situ upright column template reinforcing structure comprises a opposite-pulling locking mechanism 2 composed of opposite-pulling screws 2.1, nuts 2.2 and mountain-shaped clamps 2.3, and further comprises a plurality of vertical keel plates 3 paved on four outer side walls of an upright column template 5, wherein the four outer side walls of the upright column template 5 are respectively paved with a plurality of vertical keel plates 3 at intervals along the transverse direction, and the vertical keel plates 3 are fixedly connected with the upright column template 5; the upright column template 5 refers to the whole template outside the upright column reinforcement cage, and the upright column template 5 of the square column is of a square column structure;
as shown in fig. 1, a plurality of groups of transverse steel pipes 1 are paved on the outer side wall of a vertical keel plate 3 on each outer side wall of a column template 5 at intervals along the vertical direction, each group of transverse steel pipes 1 comprises two transverse steel pipes 1, a supporting plate 4 for supporting the transverse steel pipes 1 is arranged on the vertical keel plate 3, the supporting plate 4 is detachably connected with the vertical keel plate 3, each transverse steel pipe 1 is installed on the outer side wall of the vertical keel plate 3 through at least two supporting plates 4, the supporting plate 4 is used for supporting the transverse steel pipes 1, both hands of workers can be released, and the workers are not required to hold the transverse steel pipes 1;
as shown in fig. 1, a plurality of groups of transverse steel pipes 1 on the left side wall of the upright post template 5 are bilaterally symmetrical to a plurality of groups of transverse steel pipes 1 on the right side wall of the upright post template 5, and the two groups of transverse steel pipes 1 opposite left and right are locked by two opposite pulling and locking mechanisms 2; the plurality of groups of transverse steel pipes 1 on the front side wall of the upright post template 5 are in front-back symmetry with the plurality of groups of transverse steel pipes 1 on the rear side wall of the upright post template 5, and the two groups of transverse steel pipes 1 opposite to each other in front-back are locked by two opposite-pulling locking mechanisms 2; in addition, each group of transverse steel pipes 1 can also comprise three transverse steel pipes 1, two groups of transverse steel pipes 1 which are opposite left and right are locked in a pulling way through four opposite pulling and locking mechanisms 2, and two groups of transverse steel pipes 1 which are opposite front and back are locked in a pulling way through four opposite pulling and locking mechanisms 2.
In this embodiment, as shown in fig. 1, each group of transverse steel pipes 1 includes two transverse steel pipes 1, each transverse steel pipe 1 is mounted on the outer side wall of the vertical keel plate 3 through two supporting plates 4, one supporting plate 4 is detachably connected with one of the vertical keel plates 3 on the same wall, the other supporting plate 4 is detachably connected with the other vertical keel plate 3 on the same wall, and the two supporting plates 4 are located at the same horizontal height, so as to ensure the levelness of the transverse steel pipes 1.
The working principle and the technical effect of the embodiment are as follows:
in the building upright post pouring construction process, when the wooden templates are used for closing the die, a plurality of wooden templates are needed for enclosing each side face of the upright post, the wooden templates needed by each side face of the upright post are cut, a plurality of vertical keel plates 3 are used for assembling the wooden templates on the side face of the same upright post into a whole, then the four assembled side face templates are closed to form a column template 5, the column template 5 is primarily fixed on the outer side of an upright post reinforcement cage, and then a reinforcing structure is installed on the outer side of the column template 5;
when a reinforcing structure is arranged on the outer side of the upright column template 5, supporting plates 4 for supporting the transverse steel pipes 1 are arranged on the vertical keel plates 3 on each side surface of the upright column template 5, and a plurality of supporting plates 4 on each side surface are arranged according to the layout of each group of the transverse steel pipes 1 on each side surface, so that one transverse steel pipe 1 is supported by at least two supporting plates 4; placing the transverse steel pipes 1 on the supporting plates 4, supporting the transverse steel pipes 1 by the supporting plates 4, and locking each group of transverse steel pipes 1 which are opposite left and right or opposite front and back by utilizing the opposite-pulling locking mechanism 2 without the need of workers holding the transverse steel pipes 1;
taking two groups of transverse steel pipes 1 which are opposite left and right in a split locking way as an example, each group of transverse steel pipes 1 comprises two transverse steel pipes 1, a split screw 2.1 is inserted between the front ends of the two transverse steel pipes 1 on the left side wall of the upright post template 5 and the front ends of the two transverse steel pipes 1 on the right side wall of the upright post template 5, a split screw 2.1 is inserted between the rear ends of the two transverse steel pipes 1 on the left side wall of the upright post template 5 and the rear ends of the two transverse steel pipes 1 on the right side wall of the upright post template 5, the left end and the right end of the split screw 2.1 penetrate through the two transverse steel pipes 1, mountain-shaped clamps 2.3 are sleeved at the left end and the right end of the split screw 2.1, the mountain-shaped clamps 2.3 are positioned at the outer sides of the transverse steel pipes 1, nuts 2.2 are installed at the left end and the right end of the split screw 2.1, the two mountain-shaped clamps 2.3 on the split screw 2.1 are clamped into the transverse steel pipes 1 by screwing the two nuts 2.2;
the two groups of opposite left and right transverse steel pipes 1 are fastened by utilizing two groups of opposite locking mechanisms 2 which are symmetrical in front and back, and the fact that the opposite locking mechanisms 2 are utilized for locking the transverse steel pipes 1 is an existing construction technology and is not repeated;
when the opposite-pulling locking mechanism 2 is used for opposite-pulling locking the transverse steel pipe 1, the transverse steel pipe 1 is supported on the outer side wall of the vertical keel plate 3 by the supporting plate 4, and a worker is not required to hold the transverse steel pipe 1, so that the opposite-pulling locking mechanism 2 is convenient for the worker to install, the operation is convenient, time and labor are saved, and the construction efficiency can be improved; the spacing of the transverse steel pipes 1 is fixed after the position of the supporting plate 4 is fixed, so that standardized installation of the reinforcing structure on the outer side of the upright post template 5 is facilitated, and the stability of the upright post template 5 is ensured.
In embodiment 2, as shown in fig. 1, the technology of embodiment 1 is further described in this embodiment, and the vertical keel plate 3 is a hollow structure with a vertical communication, and is light in weight and convenient for construction and installation.
In this embodiment, the vertical keel plate 3 is made of steel or aluminum alloy, and has high structural strength and can be reused.
In this embodiment, the vertical keel plate 3 is a multi-section composite structure, and the long vertical keel plate 3 is formed by assembling multiple sections of short vertical keel plates 3 so as to adapt to the height of the upright column template 5.
In this embodiment, as shown in fig. 1, fig. 2, fig. 4 and fig. 5, the vertical keel plate 3 is a U-shaped tube, flanges 7 are disposed on the outer walls of two sides of the opening of the vertical keel plate 3, and specifically, the two flanges 7 and the vertical keel plate 3 are integrally formed or welded and fixed; the flange 7 on the vertical keel plate 3 is fixedly connected with the upright post template 5 through screws or steel nails, and particularly, a plurality of through holes for inserting the screws or steel nails are formed in the flange 7 at intervals along the vertical direction; the vertical keel plate 3 can be conveniently connected with the upright post template 5 through the flanging 7, and the contact area of the flanging 7 can be increased, so that the stability is improved; in addition, vertical fossil fragments board 3 also can be square pipe, is provided with the turn-ups that can laminate with stand template 5 lateral wall on the square pipe to square pipe links to each other with stand template 5, compares in square pipe, and U type pipe saves more material, and the quality is light.
In embodiment 3, as shown in fig. 1, fig. 2, fig. 4 and fig. 5, the technology of embodiment 2 is further described in this embodiment, and a plurality of slots 6 with inner and outer communication are provided on the side wall of the vertical keel plate 3, which is not in contact with the upright post template 5 or the transverse steel pipe 1, at equal intervals along the vertical direction; the support plate 4 comprises a U-shaped groove plate 4.1, the transverse steel pipe 1 can be clamped into the groove of the U-shaped groove plate 4.1, the outer side wall of one end of the U-shaped groove plate 4.1 is provided with an L-shaped hanging plate 4.2 which can be hooked and connected with the vertical keel plate 3 at the clamping groove 6, specifically, the L-shaped hanging plate 4.2 and the U-shaped groove plate 4.1 are integrally formed or welded and fixed, the U-shaped groove plate 4.1 is connected with the vertical keel plate 3 in a detachable mode through the L-shaped hanging plate 4.2, disassembly and assembly are convenient, the L-shaped hanging plate 4.2 can be hooked and hung at the position of the arbitrary clamping groove 6 on the side wall of the vertical keel plate 3, and the installation position of the support plate 4 on the vertical keel plate 3 is convenient to adjust the height of the transverse steel pipe 1.
In this embodiment, as shown in fig. 1, 2, 4 and 5, one side of the vertical keel plate 3 is attached to a side wall of the upright post template 5, the other side wall of the vertical keel plate 3 contacts with an outer side wall of the transverse steel tube 1, a plurality of slots 6 which are communicated with each other inside and outside are formed in the other two side walls of the vertical keel plate at equal intervals along the vertical direction, and the slots 6 on one side wall of the vertical keel plate 3 are opposite to the slots 6 on the other side wall of the vertical keel plate, so that the supporting plates 4 are convenient to install, and each supporting plate 4 supporting the same transverse steel tube 1 is located at the same horizontal height.
In this embodiment, as shown in fig. 4 and fig. 5, a baffle 4.3 is disposed on the outer side wall of the bottom of the U-shaped slot plate 4.1, and the baffle 4.3 and the L-shaped hanging plate 4.2 are located on the same side, specifically, the baffle 4.3 and the U-shaped slot plate 4.1 are integrally formed or welded and fixed; when L type link plate 4.2 is colluded in vertical fossil fragments board 3 lateral wall draw-in groove 6 department, baffle 4.3 be close to the side of L type link plate 4.2 can be with vertical fossil fragments board 3 lateral wall face subsides and lean on, in U type frid 4.1's inslot is gone into to horizontal steel pipe 1 card, baffle 4.3 offsets with vertical fossil fragments board 3, can avoid layer board 4 to take place to overturn or slope, can ensure the stability of layer board 4 and horizontal steel pipe 1.
Claims (5)
1. The utility model provides a cast-in-place stand template reinforced structure, includes to drawing locking mechanism (2) that constitute by to drawing screw rod (2.1), nut (2.2) and mountain card (2.3), its characterized in that: the vertical keel plates (3) are paved on four outer side walls of the upright post template (5), and a plurality of vertical keel plates (3) are paved on the four outer side walls of the upright post template (5) at intervals in the transverse direction, and the vertical keel plates (3) are fixedly connected with the upright post template (5);
the outer side wall of each vertical keel plate (3) on each outer side wall of the upright post template (5) is paved with a plurality of groups of transverse steel pipes (1) at intervals along the vertical direction, each group of transverse steel pipes (1) comprises two transverse steel pipes (1), the vertical keel plates (3) are provided with supporting plates (4) for supporting the transverse steel pipes (1), the supporting plates (4) are detachably connected with the vertical keel plates (3), and each transverse steel pipe (1) is installed on the outer side wall of each vertical keel plate (3) through at least two supporting plates (4);
the plurality of groups of transverse steel pipes (1) on the left side wall of the upright post template (5) are bilaterally symmetrical with the plurality of groups of transverse steel pipes (1) on the right side wall of the upright post template (5), and the two groups of transverse steel pipes (1) which are left and right opposite are fastened by two opposite fastening mechanisms (2); the plurality of groups of transverse steel pipes (1) on the front side wall of the upright post template (5) are in front-back symmetry with the plurality of groups of transverse steel pipes (1) on the rear side wall of the upright post template (5), and the two groups of transverse steel pipes (1) opposite in front-back are fastened by two opposite fastening mechanisms (2).
2. The cast-in-place pillar form reinforcement structure of claim 1, wherein: the vertical keel plate (3) is of a hollow structure which is communicated with each other up and down.
3. The cast-in-place pillar form reinforcement structure of claim 2, wherein: the vertical keel plate (3) is a U-shaped pipe, and flanges (7) are arranged on the outer walls of the two sides of the opening of the vertical keel plate (3); the flange (7) on the vertical keel plate (3) is fixedly connected with the upright post template (5) through screws or steel nails.
4. A cast-in-place pillar form reinforcement structure according to claim 2 or 3, wherein: a plurality of clamping grooves (6) which are communicated with each other inside and outside are formed in the side wall, which is not contacted with the upright column template (5) or the transverse steel pipe (1), of the vertical keel plate (3) at equal intervals along the vertical direction; the supporting plate (4) comprises a U-shaped groove plate (4.1), the transverse steel pipe (1) can be clamped into the groove of the U-shaped groove plate (4.1), and the outer side wall of one end of the U-shaped groove plate (4.1) is provided with an L-shaped hanging plate (4.2) which can be hooked and connected with the vertical keel plate (3) at the clamping groove (6).
5. The cast-in-place pillar form reinforcement structure of claim 4, wherein: the baffle (4.3) is arranged on the outer side wall of the bottom of the U-shaped groove plate (4.1), and the baffle (4.3) and the L-shaped hanging plate (4.2) are positioned on the same side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320857296.3U CN219528400U (en) | 2023-04-17 | 2023-04-17 | Cast-in-situ upright post template reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320857296.3U CN219528400U (en) | 2023-04-17 | 2023-04-17 | Cast-in-situ upright post template reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219528400U true CN219528400U (en) | 2023-08-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320857296.3U Active CN219528400U (en) | 2023-04-17 | 2023-04-17 | Cast-in-situ upright post template reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219528400U (en) |
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2023
- 2023-04-17 CN CN202320857296.3U patent/CN219528400U/en active Active
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