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Anonymous users2024-02-081. Rules for calculating the quantity of cast-in-place concrete and reinforced concrete formwork 1 The quantity of cast-in-place concrete and reinforced concrete formwork, unless otherwise specified, is calculated in m2 according to the area of the contact surface between concrete and formwork. 2. The height of the formwork of cast-in-situ reinforced concrete columns, beams, slabs and walls (i.e., the height between the outdoor floor and the bottom of the slab or the surface of the slab and the bottom of the slab) shall prevail within the limit, exceeding 3For the part above 6m, the amount of support engineering will be increased according to the calculation of the excess part.
3. The holes within the single hole area of the cast-in-place reinforced concrete wall and slab shall not be deducted, and the formwork of the side wall of the hole shall not be increased; When the area of a single hole is outside m2, it should be deducted, and the area of the wall template of the hole side wall is incorporated into the engineering quantity of the wall and plate formwork to calculate. 4.The cast-in-place reinforced concrete frame is calculated according to the relevant provisions of the beam, slab, column and wall, and the wall column is attached and incorporated into the wall to calculate the engineering quantity.
5.If the height of the cup-shaped basic cup mouth is greater than the length of the large side of the cup mouth, the height of the cup foundation quota item shall be set. 6.
The overlapping parts of the connections between columns and beams, columns and walls, beams and beams, etc., as well as the parts of beams and plates that extend into the wall, are not calculated as formwork areas. 7.The exposed surface of the structural column should be calculated according to the exposed part shown in the figure.
The contact surface between the structural column and the wall is not calculated for the formwork area. 8.The cast-in-situ reinforced concrete cantilever slab (awning, balcony) is calculated according to the horizontal projection area of the size of the overhanging part shown in the figure.
The corbel beam and the plate edge formwork outside the wall are not counted separately. 9.For cast-in-situ reinforced concrete staircases, the horizontal projection area of the exposed surface size shown in the figure is not deducted, and the area occupied by the stairwell less than 500mm is not deducted.
Side templates such as staircase treads, tread boards, platform beams, etc., are not calculated separately. 10. The concrete step does not include the ladder belt, which is calculated according to the horizontal area of the step size shown in the figure, and the formwork area is not calculated on both sides of the step end. 11. The cast-in-place concrete small pool tank is calculated according to the peripheral volume of the component, and the formwork in the inside, outside and bottom of the pool tank is not calculated separately.
2. Rules for calculating the quantity of prefabricated reinforced concrete component formwork 1 The quantity of prefabricated reinforced concrete formwork shall be calculated in m3 according to the volume of concrete entity unless otherwise specified. 2. The small pool tank is calculated in m3 according to the external volume. 3 Prefabricated pile tips are calculated according to the imaginary volume (without deducting the imaginary volume of the pile tip) 3. Rules for calculating the engineering quantity of reinforced concrete formwork of structures 1 The formwork engineering quantity of the structure project, unless otherwise specified, distinguishes cast-in-situ, prefabricated and component categories, and is calculated according to the relevant provisions of one and two respectively.
2.Large pools and troughs are calculated and set of corresponding quota items according to the relevant provisions of foundations, walls, plates, beams, columns, etc. 3.
The chimney, water tower body, storage silo, etc. of hydraulic sliding steel formwork construction are calculated in m3 according to the volume of concrete. The prefabricated inverted conical water tower tank shell template is calculated in m3 according to the concrete volume. 4.
The prefabricated inverted conical water tower tank shell is assembled, lifted and put in place, and is calculated according to different volumes. Under.
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Anonymous users2024-02-07Template calculation rules, who knows how to calculate the engineering quantity of the template of each part, such as whether the upper surface of the foundation still needs the template, or only the side needs. There are also structural joint locations that need to be arranged with formwork. The parts with a surface slope greater than 30% are generally also arranged with formwork.
top youchen7979 tentative fritter structure version of the main text message plus.
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Anonymous users2024-02-061) General description of the project (2) total project price list (3) division project cost summary table (4) sub-project cost summary table (5) technical measures project cost summary table (6) other measures project cost summary table (7) manual machinery price difference table (8) supplementary sub-item unit valuation table (9) engineering quantity calculation table.
Basic Rules (1) Serve 1Pre-Serve Rules The server should stand in the area behind the end line, between the midpoint and the putative extension of the sideline, and toss the ball with his hand in any direction in the air before serving, and hits the ball with a racket before the ball touches the ground (a player with only one hand can use a racket to throw the ball). When the racket makes contact with the ball, the ball is sent. >>>More
Nine balls, the rules are relatively simple, plus the cue ball (white ball) on the table is a total of 10 balls, and then the number ball from No. 1 to No. 9, No. 1 yellow, No. 2 blue, No. 3 red, No. 4 pink (TV balls are blue, many balls are purple), No. 5 orange, No. 6 green, No. 7 brown, No. 8 black, No. 9 yellow bar. >>>More
Scoring Method 1Win 1 game.
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The rules of football are simply that you can't use your hands with your feet.
When serving, the server has at least one foot in the tee area, and the serve must throw the ball into the air. The ball must hit the wall above the service line when serving, and the ball must touch the front wall after serving and must land in the half of the other teeing area when returning. The player must not leave the tee area until the ball has returned from the front wall** and has not crossed the batting line. >>>More