CN112695921B - Circular arc masonry structure and construction method - Google Patents
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- CN112695921B CN112695921B CN202011545173.3A CN202011545173A CN112695921B CN 112695921 B CN112695921 B CN 112695921B CN 202011545173 A CN202011545173 A CN 202011545173A CN 112695921 B CN112695921 B CN 112695921B
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- E—FIXED CONSTRUCTIONS
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- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
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- E—FIXED CONSTRUCTIONS
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Abstract
The invention discloses a circular arc masonry structure and a construction method, which are used for solving the problems of time and labor waste in building circular arc windows, and comprise circular arc built-in reinforcing steel bars, horizontal tie bars, horizontal building blocks, circular arc building blocks, a waterproof guide wall and a top coping; the inside of circular arc building block is provided with the built-in reinforcing bar of circular arc, the one end and the built-in reinforcement bar ligature of circular arc of horizontal lacing wire are connected, and the circular arc building block sets up in the inside of waterproof guide wall, and the internally mounted of waterproof guide wall has horizontal lacing wire and a plurality of horizontal building block, and the top of waterproof guide wall is provided with the top and pushes up. The invention can reduce the construction cost, reduce the consumption of turnover materials, further reduce the construction consumption, save energy and protect environment. The construction method has the advantages of simple manufacture, flexible operation, high efficiency, turnover use, environmental protection, energy conservation, cost reduction and efficiency improvement, and further solves the technical problem that the construction of the masonry of the arc window is time-consuming and labor-consuming.
Description
Technical Field
The invention relates to the technical field of masonry engineering construction in building construction, in particular to an arc masonry structure and a construction method.
Background
In the process of building construction, when a window reserved hole in an outer wall is built, if the top of the window is a circular arc, how to build the circular arc woolen cloth is conventionally performed by firstly manufacturing a circular arc bottom plate by using a template according to the size of the circular arc on a drawing, then fixing the circular arc bottom plate at the relative elevation position of the window reserved hole, building along the circular arc by using small concrete blocks, and taking down the circular arc plate after several days. This requires experience and is generally not easy to do once and for all. However, in a conventional masonry mode, a template circular arc bottom plate needs to be designed and customized in advance, the quality requirement on the bottom plate is high, the bottom plate is reinforced in the construction process, the construction difficulty is high, potential safety quality hazards are large, and labor cost and material cost of masonry engineering are greatly increased. Therefore, an efficient and economic technical scheme is urgently needed so as to solve the technical problem that the construction of the masonry circular arc window is time-consuming and labor-consuming.
Disclosure of Invention
The invention aims to solve the problems of time and labor waste in building the arc window, and provides an arc building structure and a construction method, which can reduce the construction cost, reduce the consumption of turnover materials, realize the safe and reliable implementation of the arc building window, accelerate the construction progress, save energy and protect environment.
The purpose of the invention can be realized by the following technical scheme: an arc masonry structure comprises arc built-in steel bars, horizontal tie bars, horizontal building blocks, arc building blocks, a waterproof guide wall and a top coping;
the inside of circular arc building block is provided with the built-in reinforcing bar of circular arc, the one end and the built-in reinforcement bar ligature of circular arc of horizontal lacing wire are connected, and the circular arc building block sets up in the inside of waterproof guide wall, and the internally mounted of waterproof guide wall has horizontal lacing wire and a plurality of horizontal building block, and the top of waterproof guide wall is provided with the top and pushes up.
Preferably, one end of the horizontal lacing wire is a closed end with a certain angle.
Preferably, the arc building block is internally provided with a reserved hole matched with the arc built-in steel bar for use.
Preferably, the construction method of the circular arc masonry structure comprises the following steps:
the method comprises the following steps: a technician completes design of a circular arc masonry structure construction drawing according to the construction drawing and actual conditions on site to obtain a circular arc masonry structure drawing, an operator performs base layer treatment, distributes corresponding selected measuring personnel through a construction cloud platform, and the selected measuring personnel performs measurement paying-off according to the circular arc masonry structure drawing;
Step two: finishing the construction of a waterproof guide wall, carrying out the construction of horizontal building blocks, placing horizontal tie bars, then carrying out arc building blocks after the construction of the horizontal building blocks, pre-burying arc built-in steel bars in the arc building blocks, and connecting the horizontal tie bars with the arc built-in steel bars;
step three: and performing simultaneous construction of circular arc and horizontal masonry according to the process, and finally finishing top coping construction.
Preferably, the construction cloud platform comprises a drawing uploading module, a storage module and a distribution module;
the drawing uploading module is used for a technician to send the circular arc masonry structure drawing and the construction position of the circular arc masonry structure to the storage module through a computer terminal;
the distribution module is used for acquiring circular arc masonry structure drawings stored in the storage module and construction positions of the circular arc masonry structures and distributing the circular arc masonry structure drawings and the construction positions to corresponding selected measuring personnel for measurement and paying-off, and the distribution module comprises the following specific distribution steps:
s11: the method comprises the steps that a distribution module sends a measurement paying-off instruction to a mobile phone terminal of a measurer, when the measurer sends a confirmation instruction to the distribution module through the mobile phone terminal within a preset time range, the distribution module marks the measurer as a primary selection person, marks the moment when the confirmation instruction is received as the response moment of the primary selection person, calculates the time difference between the response moment and the moment when the measurement paying-off instruction is sent to obtain the response duration of the primary selection person, and marks the response duration as M1;
S12: the distribution module sends a position acquisition instruction to a mobile phone terminal of the primary selection personnel, acquires the current real-time position of the primary selection personnel, calculates the distance difference between the current real-time position of the primary selection personnel and the construction position of the circular arc masonry structure to obtain a measurement paying-off distance which is marked as M2;
s13: acquiring a personnel value of the primary selection personnel, marking the personnel value as M3, and carrying out normalization processing on the response time length, the measured paying-off distance and the personnel value of the primary selection personnel;
s14: obtaining a measurement value MZ of the primary selection personnel by using a formula I; selecting the initial selection personnel with the largest measured value as the selected measurement personnel, and sending an arc masonry structure drawing and the construction position of the arc masonry structure to the mobile phone terminal of the selected measurement personnel by the distribution module;
s15: the method comprises the steps that a selected measurer receives an arc masonry structure drawing and a construction position of an arc masonry structure through a mobile phone terminal and then reaches the construction position of the arc masonry structure, then a measurement starting instruction and a current position are sent to a distribution module through the mobile phone terminal, the distribution module matches the current position with the construction position of the arc masonry structure after receiving the measurement starting instruction and the current position, when matching is matched, the distribution module generates a line measurement starting instruction and sends the line measurement starting instruction to a mobile phone terminal of the selected measurer, the selected measurer receives the line measurement starting instruction and then carries out measurement paying-off according to the arc masonry structure drawing, and meanwhile the total number of times of measurement of the selected measurer is increased once.
Preferably, the construction cloud platform further comprises a registration login module and a personnel analysis module;
the registration login module is used for submitting registration information for registration through the mobile phone terminal by a measuring person and sending the registration information which is successfully registered to the storage module for storage, wherein the registration information comprises a name, a mobile phone number, the start time of job entry and the age;
the personnel analysis module is used for acquiring the registration information in the storage module and carrying out personnel analysis to obtain personnel values, and the specific analysis steps are as follows:
s21: calculating the time difference between the entry starting time and the current time of the measuring staff to obtain the entry duration of the measuring staff, and marking the entry duration as R1;
s22: marking the age and the total measurement times of the measuring staff as R2 and R3 respectively, and performing normalization processing on the working time, the age and the total measurement times of the measuring staff;
s23: and acquiring a personnel value M3 of the measuring personnel by using a formula II, and sending the personnel value of the measuring personnel to the storage module by the personnel analysis module for storage.
Preferably, the first formula is
Wherein mu is a correction factor and takes the value of 0.86974; b1, b2 and b3 are all preset proportionality coefficients;
the second formula is
Wherein, b4, b5 and b6 are all preset proportionality coefficients.
Compared with the prior art, the invention has the beneficial effects that:
1. the construction cost can be reduced, the consumption of turnover materials is reduced, the construction consumption is further reduced, and the energy-saving and environment-friendly effects are achieved. The construction method has the advantages of simple manufacture, flexible operation, high efficiency, turnover use, environmental protection, energy conservation, cost reduction and efficiency improvement, and further solves the technical problem that the construction of the masonry circular arc window is time-consuming and labor-consuming.
Drawings
In order to facilitate understanding for those skilled in the art, the present invention will be further described with reference to the accompanying drawings.
FIG. 1 is a schematic view of a circular arc masonry structure of the present invention;
FIG. 2 is a schematic plan view of a circular arc masonry structure according to the present invention;
FIG. 3 is a schematic elevation view of the circular arc masonry structure of the present invention.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1, an arc masonry structure includes an arc built-in steel bar 1, a horizontal tie bar 2, a horizontal block 3, an arc block 4, a waterproof guide wall 5 and a top coping 6;
The built-in steel bars 1 are arranged in the circular arc building blocks 4, one end of each horizontal tie bar 2 is made into a closed end with a certain angle and is connected with the circular arc built-in steel bars 1 in a binding mode, the horizontal tie bars 2 are pressed after the horizontal building blocks 3 are built, and the radian of the circular arc built-in steel bars 1 is controlled to be unchanged.
As shown in fig. 2 and 3, it can be seen that the built-in steel bar 1 of the circular arc building block 4 of the invention is pre-embedded and formed through the reserved hole in the building block, and is fixed by grouting, meanwhile, the built-in steel bar 1 of the circular arc is connected with the horizontal tie bar 2, and the horizontal tie bar is pressed by the horizontal masonry 3 at the upper part, so that the control of the arc camber value is ensured, and one end of the horizontal tie bar 2 is made into a closed end with a certain angle, so as to ensure the conformity with the circular arc building block 4.
The construction method of the circular arc masonry structure comprises the following steps:
the method comprises the following steps: a technician completes the design of a circular arc masonry structure construction drawing according to the construction drawing and the actual situation of a site to obtain a circular arc masonry structure drawing, an operator performs base layer processing, distributes corresponding selected measuring personnel through a construction cloud platform, and the selected measuring personnel performs measurement setting according to the circular arc masonry structure drawing;
step two: finishing the construction of a waterproof guide wall 5, constructing a horizontal building block 3, placing a horizontal tie bar 2, constructing a horizontal building block 3, then constructing an arc building block 4, pre-burying an arc built-in steel bar 1 in the arc building block 4, and connecting the horizontal tie bar 2 with the arc built-in steel bar 1;
Step three: and performing simultaneous construction of circular arc and horizontal masonry according to the working procedure, and finally finishing the construction of the top coping 6.
The construction cloud platform comprises a drawing uploading module, a storage module and a distribution module;
the drawing uploading module is used for a technician to send the circular arc masonry structure drawing and the construction position of the circular arc masonry structure to the storage module through a computer terminal;
the distribution module is used for acquiring circular arc masonry structure drawings stored in the storage module and construction positions of the circular arc masonry structures and distributing the circular arc masonry structure drawings and the construction positions to corresponding selected measuring personnel for measurement and paying-off, and the specific distribution steps are as follows:
s11: the method comprises the steps that a distribution module sends a measurement paying-off instruction to a mobile phone terminal of a measurer, when the measurer sends a confirmation instruction to the distribution module through the mobile phone terminal within a preset time range, the distribution module marks the measurer as a primary selection person, marks the moment when the confirmation instruction is received as the response moment of the primary selection person, calculates the time difference between the response moment and the moment when the measurement paying-off instruction is sent to obtain the response duration of the primary selection person, and marks the response duration as M1;
s12: the distribution module sends a position acquisition instruction to a mobile phone terminal of the primary selection personnel, acquires the current real-time position of the primary selection personnel, calculates the distance difference between the current real-time position of the primary selection personnel and the construction position of the circular arc masonry structure to obtain a measurement paying-off distance which is marked as M2;
S13: acquiring a personnel value of the primary selection personnel, marking the personnel value as M3, and carrying out normalization processing on the response duration, the measured paying-off distance and the personnel value of the primary selection personnel;
s14: using the formula one
Obtaining a measured value MZ of the primary selection personnel; selecting the initial selection personnel with the largest measured value as the selected measurement personnel, and sending an arc masonry structure drawing and the construction position of the arc masonry structure to the mobile phone terminal of the selected measurement personnel by the distribution module; wherein mu is a correction factor and takes the value of 0.86974; b1, b2 and b3 are all preset proportionality coefficients;
s15: the method comprises the steps that a selected measurer receives an arc masonry structure drawing and a construction position of an arc masonry structure through a mobile phone terminal and then reaches the construction position of the arc masonry structure, then a measurement starting instruction and a current position are sent to a distribution module through the mobile phone terminal, the distribution module matches the current position with the construction position of the arc masonry structure after receiving the measurement starting instruction and the current position, when matching is matched, the distribution module generates a line measurement starting instruction and sends the line measurement starting instruction to a mobile phone terminal of the selected measurer, the selected measurer receives the line measurement starting instruction and then carries out measurement paying-off according to the arc masonry structure drawing, and meanwhile the total number of times of measurement of the selected measurer is increased once.
The construction cloud platform also comprises a registration login module and a personnel analysis module;
the registration login module is used for submitting registration information for registration through the mobile phone terminal by a measurer and sending the registration information which is successfully registered to the storage module for storage, wherein the registration information comprises a name, a mobile phone number, enrollment start time and age;
the personnel analysis module is used for acquiring the registration information in the storage module and carrying out personnel analysis to obtain personnel values, and the specific analysis steps are as follows:
s21: calculating the time difference between the start time of the measurement staff's job entry and the current time to obtain the duration of the measurement staff's job entry and marking as R1;
s22: marking the age and the total measurement times of the measuring staff as R2 and R3 respectively, and performing normalization processing on the working time, the age and the total measurement times of the measuring staff;
s23: using the formula two as
And obtaining a personnel value M3 of the measuring personnel, and sending the personnel value of the measuring personnel to the storage module by the personnel analysis module for storage, wherein b4, b5 and b6 are all preset proportionality coefficients.
The response time length of the measuring personnel, the measuring paying-off distance and the personnel value are subjected to normalization processing through the distribution module to obtain a measured value, the measuring personnel are selected through reasonable distribution of the measured value to carry out measuring paying-off, and the efficiency of measuring paying-off is improved.
The above formulas are all obtained by collecting a large amount of data and performing software simulation, and the formula is selected to be close to the true value, and the coefficients in the formulas are set by the person skilled in the art according to the actual situation.
When the construction method is used, a technician completes the design of a circular arc masonry structure construction drawing according to a construction drawing and actual conditions on site, an operator performs base layer treatment, a measurer performs measurement and setting-out according to the drawing, firstly, the construction of a waterproof guide wall 5 is completed, the horizontal masonry 3 is performed, the horizontal tie bar 2 is placed, then, the circular arc masonry 4 is performed after the horizontal masonry construction, the circular arc built-in steel bar is pre-embedded in the circular arc masonry 4, the horizontal tie bar 3 is connected with the circular arc built-in steel bar 1, the simultaneous construction of the circular arc and the horizontal masonry is performed according to the process, and finally, the construction of the top coping 6 is completed.
The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise form disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The invention is limited only by the claims and their full scope and equivalents.
Claims (1)
1. An arc masonry structure is characterized by comprising arc built-in steel bars (1), horizontal tie bars (2), horizontal building blocks (3), arc building blocks (4), a waterproof guide wall (5) and a top coping (6);
the arc built-in steel bars (1) are arranged inside the arc building blocks (4), one end of each horizontal tie bar (2) is bound and connected with the arc built-in steel bars (1), the arc building blocks (4) are arranged inside the waterproof guide wall (5), the horizontal tie bars (2) and the horizontal building blocks (3) are arranged inside the waterproof guide wall (5), and the top of the waterproof guide wall (5) is provided with a top pressing top (6);
one end of the horizontal lacing wire (2) is a closed end with a certain angle;
reserved holes matched with the arc built-in steel bars (1) are formed in the arc building blocks (4);
the construction method of the circular arc masonry structure comprises the following steps:
the method comprises the following steps: a technician completes design of a circular arc masonry structure construction drawing according to the construction drawing and actual conditions on site to obtain a circular arc masonry structure drawing, an operator performs base layer treatment, distributes corresponding selected measuring personnel through a construction cloud platform, and the selected measuring personnel performs measurement paying-off according to the circular arc masonry structure drawing;
step two: finishing the construction of a waterproof guide wall (5), carrying out the construction of a horizontal building block (3), placing a horizontal tie bar (2), then carrying out an arc building block (4) after the construction of the horizontal building block (3), pre-embedding an arc built-in steel bar (1) in the arc building block (4), and connecting the horizontal tie bar (2) with the arc built-in steel bar (1);
Step three: according to the working procedure, arc and horizontal masonry are simultaneously constructed, and finally top coping (6) construction is completed;
the construction cloud platform comprises a drawing uploading module, a storage module and a distribution module;
the drawing uploading module is used for a technician to send the circular arc masonry structure drawing and the construction position of the circular arc masonry structure to the storage module through a computer terminal;
the distribution module is used for acquiring the circular arc masonry structure drawings stored in the storage module and the construction positions of the circular arc masonry structures and distributing the circular arc masonry structures to corresponding selected measuring personnel for measurement and setting-out, and the distribution module comprises the following specific distribution steps:
s11: the method comprises the steps that a distribution module sends a measurement paying-off instruction to a mobile phone terminal of a measurer, when the measurer sends a confirmation instruction to the distribution module through the mobile phone terminal within a preset time range, the distribution module marks the measurer as a primary selection person, marks the moment when the confirmation instruction is received as the response moment of the primary selection person, calculates the time difference between the response moment and the moment when the measurement paying-off instruction is sent to obtain the response duration of the primary selection person, and marks the response duration as M1;
s12: the distribution module sends a position acquisition instruction to a mobile phone terminal of the primary selection personnel, acquires the current real-time position of the primary selection personnel, calculates the distance difference between the current real-time position of the primary selection personnel and the construction position of the circular arc masonry structure to obtain a measurement paying-off distance which is marked as M2;
S13: acquiring a personnel value of the primary selection personnel, marking the personnel value as M3, and carrying out normalization processing on the response time length, the measured paying-off distance and the personnel value of the primary selection personnel;
s14: obtaining a measurement value MZ of the primary selection personnel by using a formula I; selecting the initial selection personnel with the largest measured value as the selected measurement personnel, and sending an arc masonry structure drawing and the construction position of the arc masonry structure to the mobile phone terminal of the selected measurement personnel by the distribution module;
s15: the method comprises the steps that a selected measurer receives an arc masonry structure drawing and a construction position of an arc masonry structure through a mobile phone terminal and then reaches the construction position of the arc masonry structure, then a measurement starting instruction and a current position are sent to a distribution module through the mobile phone terminal, the distribution module matches the current position with the construction position of the arc masonry structure after receiving the measurement starting instruction and the current position, when matching is matched, the distribution module generates a line measurement starting instruction and sends the line measurement starting instruction to a mobile phone terminal of the selected measurer, the selected measurer performs measurement paying-off according to the arc masonry structure drawing after receiving the line measurement starting instruction, and meanwhile the total number of times of measurement of the selected measurer is increased once;
the construction cloud platform also comprises a registration login module and a personnel analysis module;
The registration login module is used for submitting registration information for registration through the mobile phone terminal by a measuring person and sending the registration information which is successfully registered to the storage module for storage, wherein the registration information comprises a name, a mobile phone number, the start time of job entry and the age;
the personnel analysis module is used for acquiring the registration information in the storage module and carrying out personnel analysis to obtain personnel values, and the specific analysis steps are as follows:
s21: calculating the time difference between the entry starting time and the current time of the measuring staff to obtain the entry duration of the measuring staff, and marking the entry duration as R1;
s22: marking the age and the total measurement times of the measuring staff as R2 and R3 respectively, and performing normalization processing on the working time, the age and the total measurement times of the measuring staff;
s23: obtaining a personnel value M3 of a measurer by using a formula II, and sending the personnel value of the measurer to a storage module by a personnel analysis module for storage;
the first formula is
Wherein mu is a correction factor and takes the value of 0.86974; b1, b2 and b3 are all preset proportionality coefficients;
the second formula is
Wherein, b4, b5 and b6 are all preset proportionality coefficients.
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| CN203129839U (en) * | 2013-04-03 | 2013-08-14 | 重庆建工第二建设有限公司 | Gypsum hollow block internal parting wall hole structure for door and window |
| CN103410332A (en) * | 2013-08-07 | 2013-11-27 | 中国核工业第二二建设有限公司 | Concrete hollow block reinforced wall construction technology |
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