CN212897564U - Variable cross-section beam column supporting template - Google Patents
Variable cross-section beam column supporting template Download PDFInfo
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- CN212897564U CN212897564U CN202021267866.6U CN202021267866U CN212897564U CN 212897564 U CN212897564 U CN 212897564U CN 202021267866 U CN202021267866 U CN 202021267866U CN 212897564 U CN212897564 U CN 212897564U
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Abstract
The utility model belongs to the technical field of the construction, especially, relate to a novel variable cross section beam column supports template. The device comprises a cross-shaped template consisting of four rectangular groove bodies with openings at the upper ends and adjusting support rods arranged on two vertical side plates of the rectangular groove bodies; the vertical side plate of the rectangular groove body is connected with the horizontal plate through a hinge; the middle part of the cross template is provided with an upright post through hole for accommodating the upright post to pass through; one end of the adjusting support rod is rotatably connected to the side face of the vertical side plate of the rectangular groove body through a pin shaft, and the other end of the adjusting support rod is movably connected to the steel pipe frame. Through the setting of cross template, it is convenient to install, and simple structure is showing and is reducing the engineering time, and stability is better, and it is more convenient to dismantle, and construction cost is lower.
Description
Technical Field
The utility model belongs to the technical field of the construction, especially, relate to a novel variable cross section beam column supports template.
Background
In the construction of the existing building main body, the templates at the connecting positions of the beams, the columns and the plates are supported by steel pipes, fasteners, square timbers and composite wood templates, a supporting system is complex, labor hours for construction operation are more, and the quality problems of slurry leakage, incompact vibration and the like often occur after the supporting. There is no good template structure in the prior art to solve this problem. Because the beam column structure and the size of each floor are consistent in the construction floors in the prior art, the problem can be effectively solved by designing the integrated template for quick installation and construction,
SUMMERY OF THE UTILITY MODEL
The utility model provides a novel variable cross section beam column supports template has solved the technical problem that the beam column among the prior art meets the template structure complicacy.
In order to achieve the purpose, the utility model provides a variable cross-section beam column supporting template, which comprises a cross template consisting of four rectangular groove bodies with openings at the upper ends and adjusting supporting rods arranged on two vertical side plates of the rectangular groove bodies; the vertical side plate of the rectangular groove body is connected with the horizontal plate through a hinge; the middle part of the cross template is provided with an upright post through hole for accommodating the upright post to pass through; one end of the adjusting support rod is rotatably connected to the side face of the vertical side plate of the rectangular groove body through a pin shaft, and the other end of the adjusting support rod is movably connected to the steel pipe frame.
Further, column templates are arranged at the connecting corners of the four rectangular groove bodies; the bottom of the column template is welded at the bottom of the cross template, and the side surface of the column template is movably connected with the rectangular groove body.
Furthermore, the adjusting support rod comprises a lower support rod, an upper support rod, a hand nut and a positioning reinforcing steel bar; the upper supporting rod is inserted into the lower supporting rod for connection.
Further, the rectangular groove body is formed by cutting a steel plate.
The utility model discloses compare prior art's beneficial effect is: through the setting of cross template, it is convenient to install, and simple structure is showing and is reducing the engineering time, and stability is better, and it is more convenient to dismantle, and construction cost is lower.
Drawings
Fig. 1 is a schematic perspective view of the present invention.
Fig. 2 is a schematic top view of the present invention.
Description of reference numerals: 1. a rectangular groove body; 1.1, a hinge; 1.2, through holes of the upright posts; 2. a cross-shaped template; 3. adjusting the supporting rod; 3.1, a lower support rod; 3.2, an upper supporting rod; 3.3, manually turning a nut; 3.4, positioning the reinforcing steel bars; 4. a pin shaft; 5. a column; 6. a steel pipe frame; 7. and (4) a cylinder template.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
A variable cross-section beam column supporting template comprises a cross template consisting of four rectangular groove bodies with openings at the upper ends and adjusting supporting rods arranged on two sides of a vertical side plate of each rectangular groove body; the vertical side plate of the rectangular groove body is connected with the horizontal plate through a hinge; the middle part of the cross template is provided with an upright post through hole for accommodating the upright post to pass through; one end of the adjusting support rod is rotatably connected to the side face of the vertical side plate of the rectangular groove body through a pin shaft, and the other end of the adjusting support rod is movably connected to the steel pipe frame.
In the practical process, variable cross section beam column supporting template passes through the steel-pipe frame and supports, then will set up the regulation bracing piece other end in rectangle cell body both sides and fix on the steel-pipe frame, then make it keep 90 through the angle of the vertical board that adjusts the length of bracing piece and then realize the rectangle cell body, and then accomplish the fixed to the rectangle cell body. The upright post through holes in the middle of the cross-shaped template are used for the upright posts to pass through and form upright posts, and the size of the upright posts is consistent with that of the upright posts. And then, the beam is formed in the rectangular groove body, so that the connection of the beam and the column is realized. The position template that meets of roof beam, post among the prior art adopts steel pipe, fastener, square timber, compound plank sheathing to support effectively, and braced system is more complicated, and the artifical man-hour that drops into during the construction operation is more, often appears leaking thick liquid after supporting, the quality problems such as vibrate not closely knit. Therefore, the beam-column combination construction preparation efficiency is higher, the assembly is more convenient, the structure is simpler, and the construction cost is lower. The disassembly is more convenient.
In embodiment 1, referring to fig. 1 and 2, a variable cross-section beam-column supporting template includes a cross-shaped template 2 made of four rectangular groove bodies 1 with openings at the upper ends and made of steel plates, and adjusting support rods 3 arranged at two sides of vertical side plates of the rectangular groove bodies 1; the vertical side plate of the rectangular tank body 1 is connected with the horizontal plate through a hinge 1.1; the middle part of the cross template 2 is provided with an upright post through hole 1.2 for accommodating the upright post 5 to pass through; one end of the adjusting support rod 3 is rotatably connected to the side face of the vertical side plate of the rectangular groove body 1 through a pin shaft 4, and the other end of the adjusting support rod is movably connected to the steel pipe frame 6.
The rectangular groove body 1 is formed by cutting and welding steel plates with the thickness of 5 mm. The vertical side plate is rotatably connected with the horizontal plate through the hinge 1.1, so that the whole variable cross-section beam column supporting template is more convenient to disassemble. The pin shaft 4 is connected with 2 outwards protruding ears which are welded outside the vertical plate in an inserting way, and is used for enabling the upper end head of the adjusting support rod 3 to rotate up and down around the pin shaft 4.
One end of the adjusting support rod 3 is rotatably connected to the side face of the vertical side plate of the rectangular groove body 1 through a pin shaft 4, and the other end of the adjusting support rod is movably connected to the steel pipe frame 6, so that the cross-shaped template 2 is fixed. The bottom of the rectangular groove body 1 is fixed in the vertical direction through the steel pipe frame 6.
After the variable cross-section beam column supporting template is fixed, cement is poured through placing reinforcing steel bars in the rectangular groove body 1, so that an integrated beam column structure is formed, construction is more convenient, and mounting and dismounting are more convenient.
In one embodiment of the invention, the connecting corners of the four rectangular groove bodies 1 are also provided with column templates 7; the column template 7 is of a triangular steel plate structure, the bottom of the column template 7 is welded to the bottom of the cross template 2, and the side face of the column template is movably connected with the rectangular groove body 1. Therefore, the whole variable cross-section beam column supporting template is more stable and firm in structure in the construction process, and slurry leakage is effectively prevented.
Illustratively, the side of the column formwork 7 is provided with a bolt structure (not shown in the figure) through the outside, so as to realize the movable connection between the rectangular trough body 1 and the column formwork 7.
In one embodiment of the present invention, the adjusting support rod 3 comprises a lower support rod 3.1, an upper support rod 3.2, a hand nut 3.3 and a positioning reinforcing bar 3.4; the upper supporting rod 3.2 is inserted into the lower supporting rod 3.1 for connection. Through shaking hand nut 3.3 in the use, and then drive bracing piece 3.2 upward movement, and then realize adjusting the regulation of 3 length of bracing piece, then the rethread location reinforcing bar 3.4 passes the regulation hole on lower support bar 3.1, the last bracing piece 3.2 and then realizes adjusting the fixed of 3 length of bracing piece.
Of course, the adjusting support rod 3 of the embodiment of the present invention can also use the screw adjusting support rod of the prior art.
Working principle and working process, at first after the one deck house construction is accomplished, on the upper portion installation of stand this embodiment, variable cross section beam column supporting template at first overlaps variable cross section beam column supporting template in the top of stand 5, make stand 5 pass stand through-hole 1.2, the bottom of variable cross section beam column supporting template is placed on the outer supporting template of stand 5, then realize fixing of vertical direction through the steel pipe frame, again with the one end rotation of adjusting support pole 3, after angle modulation reaches vertical curb plate 90, fix the other end on the steel pipe frame through the screw as required, and then realize fixing of the vertical board of rectangle cell body 1, then realize fixing rectangle cell body 1 and cylinder template 7 from the outside through the bolt structure again. Thereby keeping the inner sides parallel and further increasing stability. Then put into the reinforcing bar of crossbeam, the preparation that the crossbeam was realized to the cement mortar of pouring, after the vibrations are closely knit, make it solidify, then realize breaking away from of the vertical board of rectangle cell body 1 fast through the length of adjusting bracing piece 3 and dismantle, then the variable cross section beam column supporting template is upwards moved to the rethread to the realization is dismantled. In the existing building construction process, most of the upright columns and the cross beams are fixed in size and shape, so that the upright columns and the cross beams can continuously move upwards after being disassembled, and are used for preparing the upright columns and the cross beams on the previous layer after being assembled and fixed. Thereby realizing the reutilization.
Through the setting of cross template, it is convenient to install, and simple structure is showing and is reducing the engineering time, and stability is better, and it is more convenient to dismantle, and construction cost is lower.
A construction method of a variable cross-section beam-column supporting template firstly counts column beams with the same cross-section size of a beam-column at a variable cross-section position, and comprises the following steps:
(1) the method comprises the following steps: and carrying out sectional statistics on the variable-section column-beam nodes.
(2) Step two: and splicing the steel template units into template panels corresponding to the cross section size according to the designed variable cross section size.
(3) And step three, arranging steel pipe edge edges on the outer sides of the splicing templates.
(4) Step four: the support is fixed and supported on the frame body templates at the two sides by adopting the screw thread support rods, and the fastening is firm.
(5) Step five: the steel template and the lower bamboo plywood are firmly fixed, the panel is smooth, and the adhesive tape is pasted to prevent slurry leakage.
(6) Step six: and the diagonal brace on the outer side of the template is supported firmly again.
(7) Step seven: and (5) pouring concrete.
(8) Step eight: and after the strength of the concrete reaches the design form removal strength, removing the diagonal brace system at one time.
(9) Step nine: and moving the template supporting system divided according to the step one to the next layer to be poured with the same variable cross-section size.
98.91KG × 4.3 yuan/KG 425 yuan steel plate; 1m long
8 steel pipes are multiplied by 5 yuan/KG which is 40 yuan; 8 threads are multiplied by 10 yuan/KG which is 80 yuan; the welding cost of the steel pipe and the screw thread support rod is 50 yuan.
And (3) economic benefit analysis: taking the construction of the variable cross-section formwork support system as an example, the traditional process adopts a square timber and a bamboo plywood, 1 labor is consumed for installing each node at the variable cross-section positions of a beam, a column and a plate, 200 yuan is needed in each working day, 200 yuan is needed in total, 5 workers can be installed in each working day, 40 yuan is needed in each node, and 160 yuan is saved compared with the traditional method.
The product of the embodiment is implemented on site in the construction projects of Shanxi province labor-saving equipment installation group, the intelligent science and technology company and the comprehensive teaching building of the third school of Zezhou, workers can easily master the key, the operation is simple and convenient, the appearance is ensured while the cost is saved, and good economic benefit and social benefit are achieved.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides a variable cross section beam column supporting template which characterized in that: comprises a cross template (2) consisting of four rectangular groove bodies (1) with openings at the upper ends and adjusting support rods (3) arranged on two vertical side plates of the rectangular groove bodies (1); the vertical side plate of the rectangular groove body (1) is connected with the horizontal plate through a hinge (1.1); the middle part of the cross-shaped template (2) is provided with an upright post through hole (1.2) for accommodating the upright post (5) to pass through; one end of the adjusting support rod (3) is rotatably connected to the side face of the vertical side plate of the rectangular groove body (1) through a pin shaft (4), and the other end of the adjusting support rod is movably connected to the steel pipe frame (6).
2. The variable cross-section beam column support formwork of claim 1, wherein: the connecting corners of the four rectangular groove bodies (1) are provided with column templates (7); the bottom of the column template (7) is welded at the bottom of the cross template (2), and the side surface of the column template is movably connected with the rectangular groove body (1).
3. The variable cross-section beam column support formwork of claim 2, wherein: the adjusting support rod (3) comprises a lower support rod (3.1), an upper support rod (3.2), a hand-operated nut (3.3) and a positioning reinforcing steel bar (3.4); the upper supporting rod (3.2) is inserted into the lower supporting rod (3.1) for connection.
4. The variable cross-section beam column support formwork of claim 1, wherein: the rectangular groove body (1) is formed by cutting a steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021267866.6U CN212897564U (en) | 2020-07-01 | 2020-07-01 | Variable cross-section beam column supporting template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021267866.6U CN212897564U (en) | 2020-07-01 | 2020-07-01 | Variable cross-section beam column supporting template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212897564U true CN212897564U (en) | 2021-04-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021267866.6U Active CN212897564U (en) | 2020-07-01 | 2020-07-01 | Variable cross-section beam column supporting template |
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| CN (1) | CN212897564U (en) |
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- 2020-07-01 CN CN202021267866.6U patent/CN212897564U/en active Active
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Address after: 030032 No. 8, Xinhua Road, Taiyuan Tanghuai Industrial Park, Shanxi transformation and comprehensive reform demonstration zone, Taiyuan City, Shanxi Province Patentee after: Shanxi Installation Group Co.,Ltd. Address before: 030032 No.8, Xinhua Road, Taiyuan Tanghuai Park, Shanxi comprehensive reform demonstration zone, Taiyuan City, Shanxi Province Patentee before: SHANXI INDUSTRIAL EQUIPMENT INSTALLATION GROUP Co.,Ltd. |
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