CN113152948A - Novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration mode - Google Patents

Novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration mode Download PDF

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CN113152948A
CN113152948A CN202110492540.6A CN202110492540A CN113152948A CN 113152948 A CN113152948 A CN 113152948A CN 202110492540 A CN202110492540 A CN 202110492540A CN 113152948 A CN113152948 A CN 113152948A
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pool
pool wall
bars
steel bar
horizontal
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李燕芳
张博
康洪震
陈硕
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Tangshan University
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/0075—Swimming or splash baths or pools made of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/0075—Swimming or splash baths or pools made of concrete
    • E04H4/0081—Swimming or splash baths or pools made of concrete with walls and floor cast in situ
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06F—ELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00—Computer-aided design [CAD]
    • G06F30/10—Geometric CAD
    • G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads

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Abstract

本发明公开一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其解决当下角隅钢筋配置方式存在工人绑筋操作不便、施工工期长、绑扎人工成本高以及水池造价高的问题。新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，包括以下步骤：S1提供水池、若干根水平通长筋；S2选定所述水平通长筋在水池上的配置位置、确定所述水平通长筋的配置方向；S3取所述若干根水平通长筋均匀配置于水池的池壁A、池壁B处，交错布置；S4直接对所述水平通长筋进行锚固处理，以节约施工工日和工程费用。本发明对池壁角隅处的水平通长筋进行搭接优化，在满足池壁角隅处弯矩受力和构造要求基础上，减少人工费、缩短工期，节约钢筋用量，降低施工成本。

Figure 202110492540

The invention discloses a new rectangular reinforced concrete pool wall corner steel bar configuration method, which solves the problems of inconvenient operation of worker binding bars, long construction period, high binding labor cost and high pool construction cost in the current corner steel bar configuration mode. The new rectangular reinforced concrete pool wall corner steel bar configuration method includes the following steps: S1 provides a pool and several horizontal long bars; S2 selects the configuration position of the horizontal long bars on the pool, and determines the horizontal length. Arrangement direction of the bars; S3, take the several horizontal long bars and evenly arrange them at the pool wall A and the pool wall B of the pool, and arrange them in a staggered manner; S4 directly perform the anchoring treatment on the horizontal long bars to save construction man-days and engineering costs. The invention optimizes the lap joint of the horizontal long bars at the corners of the pool wall, and on the basis of satisfying the bending moment force and structural requirements at the corners of the pool wall, the labor cost, the construction period, the consumption of steel bars, and the construction cost are reduced.

Figure 202110492540

Description

Novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration mode
Technical Field
The invention belongs to the technical field of reinforced concrete structure optimization, and particularly relates to a novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration mode.
Background
In the process of constructing the pool, the outer side of the pool wall of the pool is under the action of soil pressure, water pressure and ground overload pressure, so that the bending moment of the corners and the root parts of the pool wall of the pool is large, and in order to meet the requirements of strength and crack control, reinforcing steel bars are required to be arranged on the outer side of the corners of the pool wall of the pool, namely, corner reinforcing steel bars are arranged. The load is dispersed and transferred through the configuration of the corner reinforcing steel bars, the wall body is prevented from cracking, the damage of a building caused by stress concentration is avoided, and the stability of the pool structure is guaranteed.
When the corner reinforcing steel bars are configured, the concrete water tank structure is required to be configured according to CECS 138: 2002, 7.1.11: the steel bars at the corners of the pool wall of the cast-in-place reinforced concrete pool should be anchored into the adjacent pool wall or roof with enough length, the anchoring length should be calculated from the inner side of the pool wall, and the minimum anchoring length should be adopted according to the regulations of the concrete structure design Specification GB 50010. At present, designers are all according to the requirements of the specification when carrying out reinforcement design at the corner of the pool wall.
When the existing pool wall of the pool is designed with reinforcing bars, a configuration mode that the outer side of the corner of the pool wall is provided with horizontal reinforcing bars is adopted. Referring to fig. 1, fig. 1 shows the reinforcement at the corner of the conventional pool wall, in which d shows the horizontal reinforcement at the outer side of the pool, and e shows the reinforcement at the corner of the pool arranged in a staggered manner, it can be seen that the reinforcement at the corner of the conventional pool wall is formed by designing the horizontal through-length reinforcements of the pool walls at two adjacent sides at the similar horizontal plane, the distance between the horizontal through-length reinforcements is 200mm, the lengths of the horizontal through-length reinforcements anchored into the adjacent pool walls are 1m (i.e. 35d), and binding and connecting the horizontal through-length reinforcements, and the corners are fully encrypted. Referring to fig. 2 in combination, fig. 2 is an expanded elevation view of reinforcement at corners of a conventional pool wall, in which a shows a non-reinforced region of a horizontal reinforcement at the middle of the pool wall, b shows a horizontally reinforced region at the corners of the pool wall, and c shows a lapped region of a horizontal through-length reinforcement at 35d of the pool wall. The existing corner steel bar configuration mode has the disadvantages of inconvenient operation of reinforcement binding construction of workers, long construction period, high labor cost for binding, large steel bar consumption and high water tank manufacturing cost.
Disclosure of Invention
The invention aims to provide a novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration mode to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: a novel rectangular reinforced concrete pool wall corner steel bar configuration mode comprises the following steps:
s1, providing a pool and a plurality of horizontal through long ribs;
the water pool is a rectangular pool;
the horizontal through long rib refers to a steel bar which is lengthened in a connecting mode and two ends of which are anchored;
s2, selecting the configuration position of the horizontal through long rib on the water pool and determining the configuration direction of the horizontal through long rib;
selecting the outer side surface of the corner of the pool wall of the pool as the configuration position, and respectively marking as a pool wall A and a pool wall B;
s3, uniformly arranging the horizontal through long ribs on the wall A and the wall B of the water pool in a staggered manner;
the horizontal through long ribs positioned on the pool wall A and the horizontal through long ribs positioned on the pool wall B are distributed in a staggered manner;
the interval between the adjacent horizontal through long ribs is 100 mm;
s4, directly carrying out anchoring treatment on the horizontal through long ribs so as to save construction working days and engineering cost;
the anchoring treatment operation is specifically as follows: respectively anchoring two ends of the horizontal through long rib into the corresponding pool wall A and the pool wall B;
the length of the horizontal through long ribs anchored into the pool wall is 1/4 of the height of the pool.
As a preferred embodiment, the connection means employs at least one of a lap joint connection, a welded connection, and a mechanical connection.
As a preferred embodiment, the direction in which the horizontal through long ribs are parallel to the ground is selected as the configuration direction.
As a preferred embodiment, the weight calculation formula of each steel bar is as follows:
M＝G/1000*2*35d/1000(t)；
wherein M is the weight (t) of each steel bar, and d is the diameter (mm) of the steel bar;
g is the volume weight (kg/m) of the steel bar3)，Taking G-0.167 d/100;
the calculation formula of the number of the steel bars at the corner of the pool wall of each rectangular pool is as follows:
x H1000/100 4 (root);
wherein x is the number (root) of the steel bars, and H is the height (m) of the pool.
As a preferred embodiment, the calculation formula of the construction work day saved at the four corners of each pool is as follows:
Figure BSA0000241264200000031
wherein VT is the labor day (working day) saved after the optimized configuration of the reinforcing steel bars, and Vg is the amount (t) of the reinforcing steel bars saved after the optimized configuration of the reinforcing steel bars;
q is the steel bar consumption quota (work day/t), the basis for making the parameter is please refer to the residential housing of the people' S republic of China and the city and countryside construction department/municipal engineering consumption quota ZYA1-31-2015, ninth volume, the steel bar engineering [ S ]. Chinese plan publisher 2015.
Further, the calculation formula of the engineering cost saved at four corners of each water pool is as follows:
VC＝C1+C2＝(g1+g2)*G/1000*2*35d/1000*H*1000/100*4＝0.28(g1+g2)
GdH/100；
wherein, VC is direct cost (yuan) saved after the configuration optimization of the reinforcing steel bars;
C1cost (per unit), C of steel bar saved for each reinforced concrete pool wall2Labor cost and mechanical cost (yuan) are saved for each reinforced concrete pool wall;
g1the cost (Yuan/t) and g of the material of each ton of the steel bar2The labor cost and the mechanical cost (yuan/t) of each ton of the steel bars.
As a preferred embodiment, a novel rectangular reinforced concrete pool wall corner steel bar arrangement mode is adopted to obtain a corner steel bar arrangement structure, and the corner steel bar arrangement structure comprises:
a tank wall A providing a disposition surface;
the pool wall B is fixed on the pool wall A and provides another configuration surface, and the pool wall A is vertical to the pool wall B; and
the horizontal through long ribs are used for reinforcing, dispersing and transferring loads to the pool wall A and the pool wall B; the plurality of horizontal through long ribs are anchored and assembled on the pool wall A and the pool wall B; the horizontal through long ribs positioned on the pool wall A and the horizontal through long ribs positioned on the pool wall B are distributed in a staggered mode.
Further, the pool wall A and the pool wall B are both prepared by adopting concrete cast-in-place; the pool wall A and the pool wall B are combined into a corner of the pool wall of the pool.
Furthermore, the horizontal through long rib is a steel bar which is lengthened through connection and two ends of which are anchored; the number of the horizontal through long ribs assembled on the pool wall A and the pool wall B is consistent; the interval between the adjacent horizontal through long ribs is 100 mm.
Further, when the anchor is assembled, the length of the horizontal through long rib anchored into the pool wall is 1/4 of the height of the pool.
The novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration mode provided by the invention has the following beneficial effects:
1. according to the configuration mode of the corner reinforcing steel bars of the pool wall of the pool, under the premise of meeting the stress requirement and the structural requirement of the bending moment at the corner of the pool wall, the horizontal through long bars of the pool walls at two adjacent sides of a reinforced concrete pool are arranged in a staggered mode, the distance between the adjacent horizontal through long bars is set to be 100mm, the configuration of the reinforcing steel bars is optimized, the lap joint mode that the horizontal through long bars are directly anchored into the positions of the adjacent pool walls is adopted, additional configuration of the encrypted reinforcing steel bars is not needed, the configuration structure of the corner reinforcing steel bars is simplified, and the construction operation is convenient;
2. the steel bars anchored into the pool wall (1/4 of the pool height) are not needed to be bound and connected, so that the time for manually binding the steel bars is saved, and the construction period of corner steel bar configuration construction is shortened;
3. through directly carrying out the anchor and handling, practiced thrift the reinforcing bar that former pool wall adjacent both sides level leads to long muscle overlap joint to practiced thrift the reinforcing bar quantity that pool wall adjacent both sides level leads to long muscle overlap joint, reduced the engineering cost of pond, economic nature is high.
In conclusion, the invention carries out lap joint optimization on the horizontal steel bars at the corner of the pool wall, reduces labor cost, shortens construction period, saves steel bar consumption and reduces construction cost on the basis of meeting the stress requirement and the construction requirement of bending moment at the corner of the pool wall.
Drawings
FIG. 1 is a schematic view of reinforcement at the corners of a conventional pool wall;
FIG. 2 is an expanded elevation schematic view of FIG. 1;
FIG. 3 is a flow chart of a novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration method provided by the invention;
FIG. 4 is a schematic view of the ribs at the corners of the optimized pool walls according to the present invention;
FIG. 5 is an expanded elevation view of FIG. 4;
FIG. 6 is a schematic view of a corner reinforcement arrangement according to the present invention.
Description of the symbols:
1. a pool wall A; 2. a pool wall B; 3. the long ribs are horizontally communicated.
Detailed Description
The present invention will be further described with reference to the following examples.
The following examples are intended to illustrate the invention but are not intended to limit the scope of the invention. The conditions in the embodiments can be further adjusted according to specific conditions, and simple modifications of the method of the present invention based on the concept of the present invention are within the scope of the claimed invention.
Present pond pool wall corner reinforcing bar configuration design, adopt the configuration mode that is used for the pool wall corner outside to set up the level and encrypts the reinforcing bar, the level through the adjacent both sides pool wall leads to long muscle design at close horizontal plane, the interval that the adjacent level leads to long muscle is 200mm, it is 1m to anchor into adjacent pool wall length mutually, and the ligature is connected, carry out full-height encryption to corner department, the reinforcing bar of the overlap joint district department that the level leads to long muscle is intensive, give other people the construction of ligature and bring the inconvenience, lead to the construction period long, the ligature cost of labor is high, the pond cost is high.
Therefore, the present inventors provide the following embodiments to solve the above problems.
Example 1
Referring to fig. 3, the present embodiment provides a novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration method, including the following steps:
s1, providing a pool and a plurality of horizontal through long ribs;
the water pool is a rectangular pool; the horizontal through long rib refers to a steel bar which is lengthened in a connecting mode and two ends of which are anchored; adopt lap joint's connected mode to lengthen the reinforcing bar in this embodiment, in other embodiments, also can adopt welded connection or mechanical connection's connected mode to lengthen the reinforcing bar.
The weight calculation formula of each reinforcing steel bar is as follows: m ═ G/1000 × 2 × 35d/1000 (t); wherein M is the weight (t) of each steel bar, d is the diameter (mm) of the steel bar, and G is the volume weight (kg/M) of the steel bar3) And G is 0.167 d/100.
The calculation formula of the number of the steel bars at the corner of each rectangular pool wall is as follows: x H1000/100 4 (root); wherein x is the number (root) of the steel bars, and H is the height (m) of the pool; and estimating the number of the used steel bars according to a calculation formula of the number of the steel bars.
S2, selecting the configuration position of the horizontal through long rib on the water pool and determining the configuration direction of the horizontal through long rib;
selecting the outer side surface of the corner of the pool wall of the pool as the configuration position, and respectively marking as a pool wall A and a pool wall B; and selecting the direction of the horizontal through long rib parallel to the ground as the configuration direction.
S3, uniformly arranging the horizontal through long ribs on the wall A and the wall B of the water pool in a staggered manner;
the horizontal through long ribs positioned on the pool wall A and the horizontal through long ribs positioned on the pool wall B are distributed in a staggered manner; the interval between the adjacent horizontal through long ribs is 100 mm.
S4, directly carrying out anchoring treatment on the horizontal through long ribs so as to save construction working days and engineering cost;
the anchoring treatment operation is specifically as follows: respectively anchoring two ends of the horizontal through long rib into the corresponding pool wall A and the pool wall B; the length of the horizontal through long ribs anchored into the pool wall is 1/4 of the height of the pool.
The calculation formula of the construction working day saved at the four corners of each water pool is as follows:
Figure BSA0000241264200000071
wherein VT is the labor day (working day) saved after the optimized configuration of the reinforcing steel bars, and Vg is the amount (t) of the reinforcing steel bars saved after the optimized configuration of the reinforcing steel bars; q is the steel bar consumption quota (work day/t), the basis for making the parameter is please refer to the residential housing of the people' S republic of China and the city and countryside construction department/municipal engineering consumption quota ZYA1-31-2015, ninth volume, the steel bar engineering [ S ]. Chinese plan publisher 2015.
The calculation formula of the engineering cost saved by four corners of each water pool is as follows: VC is C1+C2＝(g1+g2) G/1000 × 2 × 35d/1000 × H1000/100 × 4 ═ 0.28(G1+ G2) GdH/100; wherein, VC is direct cost (yuan) saved after the configuration optimization of the reinforcing steel bars; c1Cost (per unit), C of steel bar saved for each reinforced concrete pool wall2Labor cost and mechanical cost (yuan) are saved for each reinforced concrete pool wall; g1The cost (Yuan/t) and g of the material of each ton of the steel bar2The labor cost and the mechanical cost (yuan/t) of each ton of the steel bars.
Referring to fig. 4, fig. 4 shows the reinforcement at the corner of the optimized pool wall, and d shows the horizontal reinforcement outside the pool, it can be seen that the reinforcement at the corner of the optimized pool wall is formed by arranging the horizontal through long ribs of the adjacent pool walls at the same horizontal plane in a staggered manner, the distance between the adjacent horizontal through long ribs is 100mm, and the length of the adjacent pool walls anchored into each other is 1/4 the height of the pool. Referring to fig. 5, fig. 5 is an expanded elevation view of the reinforcement at the corner of the optimized tank wall, wherein a is a non-reinforced region of the horizontal reinforcement at the middle of the tank wall, and b is a reinforced region at the corner of the tank wall. Compared with the conventional reinforcement at the corner of the pool wall, the embodiment adopts the lap joint mode of directly anchoring the horizontal through long reinforcement into the position of the adjacent pool wall, and does not need to additionally arrange the encrypted reinforcement, thereby simplifying the arrangement structure of the corner reinforcement and facilitating the construction operation. Because the binding connection of the reinforcing steel bars anchored into the pool wall (1/4 of the pool height) is not needed any more, the time for manually binding the reinforcing steel bars is saved, and the construction period of corner reinforcing steel bar configuration construction is reduced. Through directly carrying out the anchor and handling, practiced thrift the reinforcing bar that former pool wall adjacent both sides level leads to long muscle overlap joint to practiced thrift the reinforcing bar quantity that pool wall adjacent both sides level leads to long muscle overlap joint, reduced the engineering cost of pond, economic nature is high.
Referring to fig. 6, the present embodiment further discloses a corner reinforcement arrangement structure obtained by a novel rectangular reinforced concrete pool wall corner reinforcement arrangement method, the corner reinforcement arrangement structure includes: a pool wall A1, a pool wall B2 fixed on the pool wall A1 and a plurality of horizontal through long ribs 3.
Pool wall a1 provides a deployment surface; pool wall B2 provides another configuration face, the pool wall a1 and pool wall B2 are perpendicular; the pool wall A1 and the pool wall B2 are both made of concrete by cast-in-place; the pool wall A1 and the pool wall B2 are combined into a corner of the pool wall of the pool; the pool wall a1 and pool wall B2 cooperate to provide an assembly location and support for the horizontal through-length ribs 3.
The horizontal through-ribs 3 serve to reinforce, distribute and transfer loads to the pool wall a1 and the pool wall B2. The horizontal through long ribs 3 are anchored and assembled on the corresponding pool wall A1 and the pool wall B2, and the horizontal through long ribs 3 positioned on the pool wall A1 and the horizontal through long ribs 3 positioned on the pool wall B2 are distributed in a staggered way. The horizontal through long ribs 3 are reinforcing steel bars which are lengthened through connection and anchored at two ends. The number of the horizontal through long ribs 3 assembled on the pool wall A1 and the pool wall B2 is consistent, the interval between the adjacent horizontal through long ribs 3 is 100mm, and the length of the horizontal through long ribs 3 anchored into the pool wall is 1/4 of the height of the pool. The optimized corner steel bar configuration structure is obtained by arranging the horizontal through long bars 3 on the pool wall A1 and the pool wall B2 in a staggered mode, and compared with a conventional corner steel bar configuration structure, the corner steel bar configuration structure is simple in structure, free of manual binding, capable of saving construction period and reducing cost.
In summary, compared with the conventional way of reinforcing the corner of the pool wall, the corner reinforcing steel bar arrangement proposed in this embodiment has the following advantages:
the corner reinforcing steel bar configuration mode of the embodiment optimizes lap joint of horizontal reinforcing steel bars at the corner of the pool wall, reduces labor cost, shortens construction period, saves reinforcing steel bar consumption and reduces construction cost on the basis of meeting stress requirements and construction requirements of bending moment at the corner of the pool wall.
Example 2
Referring to fig. 3, the present embodiment provides a novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration method, including the following steps:
s1, providing a pool and a plurality of horizontal through long ribs;
the water pool is a rectangular pool; the horizontal through long rib refers to a steel bar which is lengthened through lap joint connection and two ends of which are anchored.
The weight calculation formula of each reinforcing steel bar is as follows: m ═ G/1000 × 2 × 35d/1000 (t); wherein M is the weight (t) of each steel bar, d is the diameter (mm) of the steel bar, and G is the volume weight (kg/M) of the steel bar3) And G is 0.167 d/100.
The calculation formula of the number of the steel bars at the corner of each rectangular pool wall is as follows: x H1000/100 4 (root); wherein x is the number (root) of the steel bars, and H is the height (m) of the pool; and estimating the number of the used steel bars according to a calculation formula of the number of the steel bars.
S2, selecting the configuration position of the horizontal through long rib on the water pool and determining the configuration direction of the horizontal through long rib;
selecting the outer side surface of the corner of the pool wall of the pool as the configuration position, and respectively marking as a pool wall A and a pool wall B; and selecting the direction of the horizontal through long rib parallel to the ground as the configuration direction.
S3, uniformly arranging the horizontal through long ribs on the wall A and the wall B of the water pool in a staggered manner;
the horizontal through long ribs positioned on the pool wall A and the horizontal through long ribs positioned on the pool wall B are distributed in a staggered manner; the interval between the adjacent horizontal through long ribs is 100 mm.
S4, directly carrying out anchoring treatment on the horizontal through long ribs so as to save construction working days and engineering cost;
the anchoring treatment operation is specifically as follows: respectively anchoring two ends of the horizontal through long rib into the corresponding pool wall A and the pool wall B; the length of the horizontal through long ribs anchored into the pool wall is 1/4 of the height of the pool. This example illustrates the use of a grade of HRB400, steel bar with a diameter of 20mm, concrete basin with a height of 5m, and 20 basins per water or sewage plant.
The calculation formula of the construction working day saved at the four corners of each water pool is as follows:
Δ T ═ 0.28QGdH/100 ═ 0.28 ×. 8.06 ×. 2.47 ×.20 ×. 5/100 ═ 5.57 (day of work).
The calculation formula of the engineering cost saved by four corners of each water pool is as follows:
Figure BSA0000241264200000091
the cost saved by each waterworks is 3705.2 x 20 ═ 74104 yuan.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.

Claims (10)

1.一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其特征在于，包括以下步骤：1. a novel rectangular reinforced concrete pool corner steel bar configuration mode, is characterized in that, comprises the following steps: S1提供水池、若干根水平通长筋；S1 provides a pool and several horizontal long bars; 所述水池采用矩形池；Described pool adopts rectangular pool; 所述水平通长筋指通过连接方式进行接长、两端进行锚固的钢筋；The horizontal long bar refers to the reinforcing bar that is lengthened by connection and anchored at both ends; S2选定所述水平通长筋在水池上的配置位置、确定所述水平通长筋的配置方向；S2 selects the disposition position of the horizontal straight bars on the pool, and determines the disposition direction of the horizontal straight bars; 选取水池池壁角隅处的外侧面定为所述配置位置，分别标记为池壁A、池壁B；The outer side of the corner of the pool wall is selected as the described configuration position, which is marked as pool wall A and pool wall B respectively; S3取所述若干根水平通长筋均匀配置于水池的池壁A、池壁B处，交错布置；S3 Get the several horizontal long ribs and evenly arrange them at the pool wall A and the pool wall B of the pool, and arrange them in a staggered manner; 位于池壁A的所述水平通长筋和位于池壁B的所述水平通长筋交错分布；The horizontal straight bars located in the pool wall A and the horizontal straight bars located in the pool wall B are staggered and distributed; 相邻所述水平通长筋之间的间隔为100mm；The interval between the adjacent horizontal long ribs is 100mm; S4直接对所述水平通长筋进行锚固处理，以节约施工工日和工程费用；S4 directly performs the anchoring treatment on the horizontal long bars, so as to save construction days and engineering costs; 所述锚固处理操作具体为：将水平通长筋的两端分别锚入对应所述池壁A、池壁B中；The anchoring treatment operation is specifically as follows: the two ends of the horizontally long rib are respectively anchored into the corresponding pool wall A and pool wall B; 所述水平通长筋锚入池壁的长度为水池高度的1/4。The length of the horizontal long bars anchored into the pool wall is 1/4 of the height of the pool. 2.根据权利要求1所述的一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其特征在于：所述连接方式采用搭接连接、焊接连接和机械连接中的至少一种。2. A new type of rectangular reinforced concrete pool corner steel bar configuration method according to claim 1, characterized in that: the connection method adopts at least one of lap connection, welding connection and mechanical connection. 3.根据权利要求1所述的一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其特征在于：选取水平通长筋平行于地面的方向为所述配置方向。3. A new type of rectangular reinforced concrete pool wall corner steel bar configuration method according to claim 1, characterized in that: the direction parallel to the ground of the horizontal through-length bars is selected as the configuration direction. 4.根据权利要求1所述的一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其特征在于：每根所述钢筋的重量计算公式为：4. a kind of new rectangular reinforced concrete pool corner steel bar configuration mode according to claim 1, is characterized in that: the weight calculation formula of each described steel bar is: M＝G/1000*2*35d/1000(t)；M=G/1000*2*35d/1000(t); 其中，M为每根钢筋的重量(t)，d为钢筋直径(mm)；Among them, M is the weight of each steel bar (t), and d is the diameter of the steel bar (mm); G为钢筋容重(kg/m3)，取G＝0.167*d*d/100；G is the bulk density of steel bars (kg/m 3 ), take G=0.167*d*d/100; 每个矩形池子的池壁角隅处所述钢筋根数的计算公式为：The formula for calculating the number of reinforcing bars at the corners of the pool walls of each rectangular pool is: x＝H*1000/100*4(根)；x=H*1000/100*4(root); 其中，x为钢筋根数(根)，H为水池高度(m)。Among them, x is the number of steel bars (roots), and H is the height of the pool (m). 5.根据权利要求4所述的一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其特征在于：每个水池四角节约的所述施工工日的计算公式为：5. a kind of new rectangular reinforced concrete pool corner steel bar configuration mode according to claim 4, is characterized in that: the calculation formula of the described construction man-days that each pool four corners saves is:
Figure FSA0000241264190000021
Figure FSA0000241264190000021
 其中，VT为钢筋优化配置后节约的人工工日(工日)、Vg为钢筋优化配置后节约的钢筋量(t)；Among them, VT is the man-hours (man-days) saved after the optimized configuration of the steel bars, and Vg is the amount of steel bars saved after the optimized configuration of the steel bars (t); Q为钢筋消耗量定额(工日/t)，此参数的制定依据，请参照中华人民共和国住房和城乡建设部/市政工程消耗量定额ZYA1-31-2015，第九册，钢筋工程[S].中国计划出版社.2015。Q is the quota of steel consumption (working days/t). For the basis of this parameter, please refer to the Ministry of Housing and Urban-Rural Development of the People's Republic of China / Quota of Municipal Engineering Consumption ZYA1-31-2015, Volume 9, Reinforcement Engineering [S] . China Planning Press. 2015. 6.根据权利要求4所述的一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其特征在于：每个水池四角节约的所述工程费用的计算公式为：6. a kind of new rectangular reinforced concrete pool corner steel bar configuration mode according to claim 4, is characterized in that: the calculation formula of the described engineering cost that each pool four corners saves is: VC＝C1+C2＝(g1+g2)*G/1000*2*35d/1000*H*1000/100*4＝0.28(g1+g2)GdH/100；VC=C 1 +C 2 =(g 1 +g 2 )*G/1000*2*35d/1000*H*1000/100*4=0.28(g 1 +g 2 )GdH/100; 其中，VC为钢筋配置优化后节约的直接费用(元)；Among them, VC is the direct cost (yuan) saved after reinforcement configuration optimization; C1为每个钢筋混凝土池壁节约的钢筋成本(元)、C2为每个钢筋混凝土池壁节约的人工费及机械费(元)； C1 is the steel cost (yuan) saved for each reinforced concrete pool wall, C2 is the labor cost and machinery cost (yuan) saved by each reinforced concrete pool wall; g1为每吨钢筋的材料费(元/t)、g2为每吨钢筋的人工费+机械费(元/t)。g 1 is the material cost per ton of steel bars (yuan/t), and g 2 is the labor cost per ton of steel bars + machinery cost (yuan/t). 7.根据权利要求1所述的一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其特征在于：采用如权利要求1-6中任意一项所述的一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式得到角隅钢筋配置结构，所述角隅钢筋配置结构包括：7. a kind of new rectangular reinforced concrete pool wall corner steel bar configuration mode according to claim 1 is characterized in that: adopt a kind of new rectangular reinforced concrete pool pool according to any one of claims 1-6 The corner steel bar configuration method obtains a corner steel bar configuration structure, and the corner steel bar configuration structure includes: 池壁A(1)，其提供一个配置面；Pool wall A(1), which provides a configuration surface; 固定在池壁A(1)上的池壁B(2)，其提供另一个配置面，所述池壁A(1)和池壁B(2)垂直；以及pool wall B(2) fixed to pool wall A(1), which provides another configuration surface, said pool wall A(1) and pool wall B(2) being perpendicular; and 若干根水平通长筋(3)，其用于对池壁A(1)和池壁B(2)进行加固、分散和转移荷载；所述若干根水平通长筋(3)锚固装配在池壁A(1)和池壁B(2)上；位于池壁A(1)的所述水平通长筋(3)和位于池壁B(2)的所述水平通长筋(3)交错分布。Several horizontal long bars (3) are used to reinforce, disperse and transfer loads to the pool wall A (1) and the pool wall B (2); the several horizontal long bars (3) are anchored and assembled in the pool. On the wall A(1) and the pool wall B(2); the horizontal straight rib (3) located on the pool wall A(1) and the horizontal straight rib (3) on the pool wall B(2) are staggered distributed. 8.根据权利要求7所述的一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其特征在于：所述池壁A(1)和池壁B(2)均采用混凝土现浇制得；所述池壁A(1)和池壁B(2)组合成水池池壁的角隅。8. a kind of new rectangular reinforced concrete pool wall corner steel bar configuration mode according to claim 7, is characterized in that: described pool wall A (1) and pool wall B (2) all adopt concrete cast-in-place to make ; Described pool wall A (1) and pool wall B (2) are combined into the corner of pool pool wall. 9.根据权利要求7所述的一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其特征在于：所述水平通长筋(3)为通过连接进行接长，并且两端进行锚固的钢筋；所述池壁A(1)和所述池壁B(2)上装配的水平通长筋(3)的数量一致；相邻所述水平通长筋(3)之间的间隔为100mm。9. a kind of new rectangular reinforced concrete pool corner steel bar configuration mode according to claim 7, it is characterized in that: described horizontal long bar (3) is to be connected and extended by connecting, and both ends are anchored Reinforcing bars; the number of horizontal straight bars (3) assembled on the pool wall A (1) and the pool wall B (2) is the same; the interval between adjacent horizontal straight bars (3) is 100mm . 10.根据权利要求7所述的一种新型矩形钢筋混凝土水池池壁角隅钢筋配置方式，其特征在于：所述锚固装配时，水平通长筋(3)锚入池壁的长度为水池高度的1/4。10. a kind of new rectangular reinforced concrete pool wall corner steel bar configuration mode according to claim 7, is characterized in that: during described anchoring assembly, the length that the horizontal long bar (3) is anchored into the pool wall is the height of the pool 1/4 of .
CN202110492540.6A 2021-04-30 2021-04-30 Novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration mode Pending CN113152948A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116186862A (en) * 2023-03-17 2023-05-30 青岛理工大学 A Design Method for Anchor Reinforcements of Frame Beam and Straight Cylinder Hinged Connection Node Joint Support System of Outer Steel Frame and Water Tower Inner Straight Cylinder

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116186862A (en) * 2023-03-17 2023-05-30 青岛理工大学 A Design Method for Anchor Reinforcements of Frame Beam and Straight Cylinder Hinged Connection Node Joint Support System of Outer Steel Frame and Water Tower Inner Straight Cylinder
CN116186862B (en) * 2023-03-17 2024-05-10 青岛理工大学 Design method of frame beam and straight barrel hinged connection node anchor bar of outer steel frame and water tower inner straight barrel combined support system

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