CN114809056A - Mounting method and mounting system based on beam-slab separation - Google Patents
Mounting method and mounting system based on beam-slab separation Download PDFInfo
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- CN114809056A CN114809056A CN202210574209.3A CN202210574209A CN114809056A CN 114809056 A CN114809056 A CN 114809056A CN 202210574209 A CN202210574209 A CN 202210574209A CN 114809056 A CN114809056 A CN 114809056A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
Abstract
The invention discloses a mounting method and a mounting system based on beam-slab separation, wherein the mounting method based on the beam-slab separation comprises the following steps: contacting the bottom plate with the ground, and exposing the ground beam foundation trench of the ground, wherein the ground beam foundation trench extends downwards, and the side wall of the ground beam foundation trench is trimmed; forming a ground beam along a ground beam foundation groove on the ground, and acquiring the installation time of the ground beam; adjusting the feeding time of the U-shaped stirrups based on the installation time of the ground beam, wherein when the ground beam extends into the middle of a ground beam base groove on the ground, the U-shaped stirrups start to feed, and the feeding speed is adjusted along with the extending speed of the ground beam; when the ground beam completely extends into the ground beam foundation trench, acquiring the stress magnitude and the stress range between the ground beam and the side wall of the ground beam foundation trench; determining the horizontal installation position of the U-shaped stirrup relative to the ground beam based on the stress range; and determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on the stress magnitude.
Description
Technical Field
The invention relates to the technical field of beam-slab separation, in particular to a mounting method and a mounting system based on beam-slab separation.
Background
Along with the development of science and technology, beam slab separation technique is applied to gradually in the building field, and at this moment, the installation time of ground beam, the incoming material time of U type stirrup and the interact of ground beam and U type stirrup all estimate through operator's personal experience to do not adjust in real time, at this moment, the effort of U type stirrup for the ground beam is compared according to current model and is adjusted, leads to U type stirrup carries out the adjustment of installation strategy based on single dimension, leads to the stability of U type stirrup and ground beam relatively poor.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, and provides a beam-plate separation-based mounting method and a beam-plate separation-based mounting system, wherein the feeding time of a U-shaped stirrup is adjusted based on the mounting time of a ground beam, so that the feeding of the U-shaped stirrup is convenient to adapt to the mounting of the ground beam relative to a ground beam foundation groove, and the horizontal mounting position of the U-shaped stirrup relative to the ground beam is determined based on a stress range; the vertical installation position of the U-shaped stirrup relative to the ground beam is determined based on the stress, so that the U-shaped stirrup is adjusted in multiple dimensions and installed on the ground beam, the stability of the U-shaped stirrup and the ground beam is improved, and the hook length of the U-shaped stirrup is adjusted based on the hoop pressure.
In order to solve the above technical problem, an embodiment of the present invention provides a beam-slab separation-based mounting method, including: contacting a bottom plate with the ground and exposing a ground beam foundation groove of the ground, wherein the ground beam foundation groove extends downwards and the side wall of the ground beam foundation groove is trimmed; forming a ground beam along a ground beam foundation groove on the ground, and acquiring the installation time of the ground beam; adjusting the feeding time of a U-shaped stirrup based on the installation time of the ground beam, wherein when the ground beam extends into the middle of a ground beam base groove of the ground, the U-shaped stirrup starts to feed, and the feeding speed is adjusted along with the extending speed of the ground beam; when the ground beam completely extends into the ground beam foundation trench, acquiring the stress magnitude and the stress range between the ground beam and the side wall of the ground beam foundation trench; determining the horizontal installation position of the U-shaped stirrup relative to the ground beam based on the stress range; determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on the stress magnitude; and when the U-shaped stirrup hoops the ground beam, acquiring hoop pressure between the U-shaped stirrup and the ground beam, and adjusting the hook length of the U-shaped stirrup based on the hoop pressure.
In addition, an embodiment of the present invention further provides a beam-slab separation-based mounting system, where the beam-slab separation-based mounting system includes: a contact module: a ground beam base groove for contacting the floor with the floor and exposing the floor, wherein the ground beam base groove extends downward and a side wall of the ground beam base groove is trimmed; a first obtaining module: the ground beam base groove is used for forming a ground beam along the ground, and the installation time of the ground beam is obtained; an adjusting module: the material receiving time of the U-shaped stirrups is adjusted based on the installation time of the ground beam, wherein when the ground beam extends into the middle of a ground beam base groove of the ground, the U-shaped stirrups start to receive materials, and the material receiving speed is adjusted along with the extending speed of the ground beam; a second obtaining module: the method comprises the steps that when the ground beam completely extends into the ground beam foundation groove, the stress magnitude and the stress range between the ground beam and the side wall of the ground beam foundation groove are obtained; a position module: the horizontal installation position of the U-shaped stirrup relative to the ground beam is determined based on the stress range; determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on the stress magnitude; an adjusting module: and the method is used for waiting for the U-shaped stirrup to hoop the ground beam, acquiring hoop pressure between the U-shaped stirrup and the ground beam, and adjusting the hook length of the U-shaped stirrup based on the hoop pressure.
In the embodiment of the invention, by the method in the embodiment of the invention, the feeding time of the U-shaped stirrup is adjusted based on the installation time of the ground beam, so that the feeding of the U-shaped stirrup is convenient to adapt to the installation of the ground beam relative to the ground beam base groove, and the horizontal installation position of the U-shaped stirrup relative to the ground beam is determined based on the stress range; and determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on the stress magnitude, so that the U-shaped stirrup is adjusted in multiple dimensions and installed on the ground beam, the stability of the U-shaped stirrup and the ground beam is improved, and the hook length of the U-shaped stirrup is adjusted based on the hoop pressure.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings required to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the description below are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic flow chart of a beam-slab separation-based mounting method in an embodiment of the present invention.
Fig. 2 is a schematic structural composition diagram of a mounting system based on beam-slab separation in an embodiment of the invention.
FIG. 3 is a hardware diagram illustrating an electronic device according to an example embodiment.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious 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.
Example 1
Referring to fig. 1, fig. 1 is a schematic flow chart of an installation method based on beam-slab separation according to an embodiment of the present invention.
As shown in fig. 1, a mounting method based on beam-slab separation includes:
s11: contacting the bottom plate with the ground, and exposing the ground beam foundation trench of the ground, wherein the ground beam foundation trench extends downwards, and the side wall of the ground beam foundation trench is trimmed;
in the specific implementation process of the invention, the specific steps can be as follows: moving the bottom plate to the ground along the vertical direction; acquiring the position of a ground beam base groove on the ground, and adjusting the orientation of the bottom plate based on the position of the ground beam base groove on the ground; determining surrounding positions of the plurality of bottom plates according to the position of the ground beam foundation groove of the ground, and moving the plurality of bottom plates to the surrounding positions of the bottom plates to expose the ground beam foundation groove of the ground; acquiring the down pressure of the bottom plate on the ground, and if the down pressure is lower than a preset pressure threshold, continuously applying pressure to the bottom plate under the action of external equipment so as to gradually adjust the down pressure of the bottom plate on the ground until the down pressure of the bottom plate on the ground meets the preset pressure threshold; the ground beam foundation trench extends downwards, and the side wall of the ground beam foundation trench is trimmed, and at the moment, the side wall of the ground beam foundation trench reaches a preset trimming threshold value.
Wherein, the orientation of the position adjustment bottom plate based on the ground beam foundation ditch on ground, and the position that a plurality of bottom plates can be based on the ground beam foundation ditch on ground centers on, in order to expose the ground beam foundation ditch on ground, thereby guarantee the mounted position of bottom plate, at this moment, acquire the holding down force of bottom plate to ground, if the holding down force is less than preset pressure threshold value, then continue the bottom plate of exerting pressure under the effect of external equipment, in order to gradually adjust the holding down force of bottom plate to ground, the holding down force of bottom plate to ground satisfies preset pressure threshold value, thereby guarantee that the effort of bottom plate and ground reaches the requirement, and make continuous change.
S12: forming a ground beam along a ground beam foundation groove on the ground, and acquiring the installation time of the ground beam;
in the specific implementation process of the invention, the specific steps can be as follows: detecting a ground beam foundation trench on the ground, and forming a virtual appearance space based on the ground beam foundation trench on the ground; adjusting the shape of the ground beam based on the virtual shape space, and forming the ground beam along a ground beam foundation groove of the ground; acquiring the installation time of the ground beam along with the fact that the ground beam gradually approaches to a ground beam foundation groove on the ground; and taking the installation time of the ground beam as an adjusting node, and adjusting the feeding time of the U-shaped stirrups based on the adjusting node.
The shape of the ground beam is adjusted based on the virtual shape space, so that the shape of the ground beam is made in advance, the matching degree of the ground beam relative to a ground beam foundation groove is further improved, and the installation time of the ground beam is obtained along with the fact that the ground beam gradually approaches the ground beam foundation groove on the ground; regarding the installation time of ground beam as the regulation node to carry out the regulation of the supplied materials time of U type stirrup based on the regulation node, so that the supplied materials of U type stirrup are adjusted, interact on the job schedule.
S13: adjusting the feeding time of the U-shaped stirrups based on the installation time of the ground beam, wherein when the ground beam extends into the middle of a ground beam base groove on the ground, the U-shaped stirrups start to feed, and the feeding speed is adjusted along with the extending speed of the ground beam;
in the specific implementation process of the invention, the specific steps can be as follows: adjusting the feeding time of the U-shaped stirrups based on the installation time of the ground beam, and recording the feeding time of the U-shaped stirrups; determining the current stock of the U-shaped stirrups based on the feeding time of the U-shaped stirrups, and adjusting the stock of the U-shaped stirrups according to the working schedule; when the ground beam extends into the middle part of the ground beam base groove on the ground, the U-shaped hooping starts to feed, and the feeding speed is adjusted along with the extending speed of the ground beam; a learning model of the plunge and material speeds is constructed, and the material speed is dynamically adjusted based on the learning model.
The method comprises the steps of obtaining the inventory of the U-shaped stirrups, and determining the inventory of the U-shaped stirrups according to the inventory of the U-shaped stirrups. In addition, a learning model of the stretching speed and the material speed is built, the material speed is dynamically adjusted based on the learning model, at the moment, the learning model can learn through the past data, the learning model is provided with a learning coefficient, and the learning mode is adjusted based on the adjustment and control of the learning coefficient.
S14: when the ground beam completely extends into the ground beam foundation trench, acquiring the stress magnitude and the stress range between the ground beam and the side wall of the ground beam foundation trench;
in the specific implementation process of the invention, the specific steps can be as follows: when the ground beam completely extends into the ground beam foundation groove, detecting the pressure of the ground beam on the bottom of the ground beam foundation groove; if the pressure reaches a preset pressure threshold value, determining that the ground beam completely extends into the ground beam foundation groove; if the pressure does not reach the preset pressure threshold value, the ground beam continues to extend into the ground beam foundation groove; and acquiring the stress magnitude and the stress range between the ground beam and the side wall of the ground beam foundation trench, wherein the stress is the interaction force of the outer side wall of the ground beam and the side wall of the ground beam foundation trench.
If the pressure reaches the preset pressure threshold value, the ground beam is determined to completely extend into the ground beam foundation trench, so that the extension of the ground beam into the ground beam foundation trench can be measured and calculated based on the pressure, manual estimation is avoided, the working state of the ground beam relative to the ground beam foundation trench can be determined in multiple environments, if the pressure does not reach the preset pressure threshold value, the ground beam continues to extend into the ground beam foundation trench, in addition, the stress size and the stress range between the ground beam and the side wall of the ground beam foundation trench are obtained, and at the moment, the stress is the interaction force between the outer side wall of the ground beam and the side wall of the ground beam foundation trench.
S15: determining the horizontal installation position of the U-shaped stirrup relative to the ground beam based on the stress range; determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on the stress;
in the specific implementation process of the invention, the specific steps comprise: acquiring a stress range, and calculating a first area covered by the stress based on the stress range; dividing the first area, marking the part of the first area with a larger stress range, and determining a first mark; determining the horizontal installation position of the U-shaped stirrup relative to the ground beam based on the first mark; acquiring a stress range, and measuring and calculating a second area covered by the stress based on the stress magnitude, wherein the second area and the first area are in different hierarchical spaces; dividing the second region, marking the part with larger stress based on the region, and determining a second mark; and determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on the second mark.
Wherein a first area covered by the stress is calculated based on the stress range, the horizontal installation position of the U-shaped stirrup relative to the ground beam is determined based on the first mark, the part with larger stress range of the first area is used as a guide to guide the ground beam to move in the horizontal direction, at the moment,
the first mark serves as a portion of the first region having a large stress range.
And measuring a second area covered by the stress based on the stress magnitude, determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on a second mark, and guiding the ground beam to move in the vertical direction by taking the part with larger stress of the second area as a guide, wherein the second mark is taken as the part with larger stress of the second area.
S16: and (3) when the U-shaped stirrup hoops and presses the ground beam, acquiring hoop pressure between the U-shaped stirrup and the ground beam, and adjusting the hook length of the U-shaped stirrup based on the hoop pressure.
In the specific implementation process of the invention, the specific steps comprise: measuring and calculating the hoop pressure between the U-shaped stirrup and the ground beam after the U-shaped stirrup hoops the ground beam; acquiring hoop pressure between the U-shaped hooping and the ground beam, and performing stress analysis based on the hoop pressure to obtain traction force; and adjusting the hook length of the U-shaped stirrup based on the traction force, and taking the hook length of the U-shaped stirrup as reference data before feeding.
Wherein, acquire the hoop pressure between U type stirrup and the grade beam to carry out the atress analysis based on hoop pressure, at this moment, with hoop pressure's branch power for traction force, and based on the hook length of traction force adjustment U type stirrup, and regard the hook length of U type stirrup as the reference data before the supplied materials, so that make the adjustment of the hook length of U type stirrup in advance, avoid subsequent U type stirrup's adjustment.
In the embodiment of the invention, by the method in the embodiment of the invention, the feeding time of the U-shaped stirrups is adjusted based on the installation time of the ground beam, so that the feeding of the U-shaped stirrups is adapted to the installation of the ground beam relative to the ground beam foundation trench, and the horizontal installation position of the U-shaped stirrups relative to the ground beam is determined based on the stress range; the vertical installation position of the U-shaped stirrup relative to the ground beam is determined based on the stress, so that the installation strategy of the U-shaped stirrup and the ground beam is adjusted in multiple dimensions, the stability of the U-shaped stirrup and the ground beam is improved, and the hook length of the U-shaped stirrup is adjusted based on the hoop pressure.
Example 2
Referring to fig. 2, fig. 2 is a schematic structural composition diagram of a mounting system based on beam-slab separation according to an embodiment of the present invention.
As shown in fig. 2, a mounting system based on beam-slab separation includes:
the contact module 21: a ground beam foundation groove for contacting the bottom plate with the ground and exposing the ground, wherein the ground beam foundation groove extends downwards and the side wall of the ground beam foundation groove is trimmed;
the first acquisition module 22: the ground beam base groove is used for forming a ground beam along the ground, and the installation time of the ground beam is obtained;
the adjusting module 23: the device comprises a U-shaped stirrup, a ground beam, a connecting piece and a connecting piece, wherein the U-shaped stirrup is arranged on the ground beam, and the connecting piece is used for connecting the U-shaped stirrup with the ground beam;
the second acquisition module 24: the method comprises the steps that when the ground beam completely extends into a ground beam foundation groove, the stress magnitude and the stress range between the ground beam and the side wall of the ground beam foundation groove are obtained;
the position module 25: the horizontal installation position of the U-shaped stirrup relative to the ground beam is determined based on the stress range; determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on the stress;
the adjusting module 26: the method is used for hooping and pressing the ground beam by the U-shaped hoops, acquiring hoop pressure between the U-shaped hoops and the ground beam, and adjusting the hook length of the U-shaped hoops based on the hoop pressure.
The invention provides a beam-slab separation-based mounting method and a beam-slab separation-based mounting system, wherein the receiving time of a U-shaped stirrup is adjusted based on the mounting time of a ground beam, the receiving of the U-shaped stirrup is convenient to adapt to the mounting of the ground beam relative to a ground beam foundation groove, and the horizontal mounting position of the U-shaped stirrup relative to the ground beam is determined based on a stress range; the vertical installation position of the U-shaped stirrup relative to the ground beam is determined based on the stress, so that the installation strategy of the U-shaped stirrup and the ground beam is adjusted in multiple dimensions, the stability of the U-shaped stirrup and the ground beam is improved, and the hook length of the U-shaped stirrup is adjusted based on the hoop pressure.
Example 3
Referring to fig. 3, an electronic apparatus 40 according to this embodiment of the present invention is described below with reference to fig. 3. The electronic device 40 shown in fig. 3 is only an example, and should not bring any limitation to the functions and the scope of use of the embodiment of the present invention.
As shown in fig. 3, electronic device 40 is embodied in the form of a general purpose computing device. The components of electronic device 40 may include, but are not limited to: the at least one processing unit 41, the at least one memory unit 42, and a bus 43 connecting the various system components (including the memory unit 42 and the processing unit 41).
Wherein the memory unit stores program code that can be executed by the processing unit 41 to cause the processing unit 41 to perform the steps according to various exemplary embodiments of the present invention as described in the section "method of embodiments" mentioned above in this description.
The storage unit 42 may include readable media in the form of volatile memory units, such as a random access memory unit (RAM)421 and/or a cache memory unit 422, and may further include a read only memory unit (ROM) 423.
The storage unit 42 may also include a program/utility 424 having a set (at least one) of program modules 425, such program modules 425 including, but not limited to: an operating system, one or more application programs, other program modules, and program data, each of which, or some combination thereof, may comprise an implementation of a network environment.
The electronic device 40 may also communicate with one or more external devices (e.g., keyboard, pointing device, bluetooth device, etc.), with one or more devices that enable a user to interact with the electronic device 40, and/or with any devices (e.g., router, modem, etc.) that enable the electronic device 40 to communicate with one or more other computing devices. Such communication may be through an input/output (I/O) interface 45. Also, the electronic device 40 may communicate with one or more networks (e.g., a Local Area Network (LAN), a Wide Area Network (WAN), and/or a public network, such as the Internet) via the network adapter 46. As shown in FIG. 3, the network adapter 46 communicates with the other modules of the electronic device 40 via the bus 43. It should be appreciated that although not shown in FIG. 3, other hardware and/or software modules may be used in conjunction with electronic device 40, including but not limited to: microcode, device drivers, redundant processing units, external disk drive arrays, RAID systems, tape drives, and data backup storage systems, among others.
Through the above description of the embodiments, those skilled in the art will readily understand that the exemplary embodiments described herein may be implemented by software, or by software in combination with necessary hardware. Therefore, the technical solution according to the embodiments of the present disclosure may be embodied in the form of a software product, which may be stored in a non-volatile storage medium (which may be a CD-ROM, a usb disk, a removable hard disk, etc.) or on a network, and includes several instructions to enable a computing device (which may be a personal computer, a server, a terminal device, or a network device, etc.) to execute the method according to the embodiments of the present disclosure.
Those skilled in the art will appreciate that all or part of the steps in the methods of the above embodiments may be implemented by associated hardware instructed by a program, which may be stored in a computer-readable storage medium, and the storage medium may include: read Only Memory (ROM), Random Access Memory (RAM), magnetic or optical disks, and the like. Further, it stores computer program instructions which, when executed by a computer, cause the computer to perform the method according to the above.
In addition, the above detailed description of the mounting method and the mounting system based on beam-slab separation according to the embodiments of the present invention is provided, and a specific example should be used herein to explain the principle and the implementation of the present invention, and the above description of the embodiment is only used to help understanding the method and the core idea of the present invention; meanwhile, for a person skilled in the art, according to the idea of the present invention, there may be variations in the specific embodiments and the application scope, and in summary, the content of the present specification should not be construed as a limitation to the present invention.
Claims (8)
1. A mounting method based on beam-slab separation is characterized by comprising the following steps:
contacting the bottom plate with the ground and exposing a ground beam foundation groove of the ground, wherein the ground beam foundation groove extends downwards and the side wall of the ground beam foundation groove is trimmed;
forming a ground beam along a ground beam foundation groove on the ground, and acquiring the installation time of the ground beam;
adjusting the feeding time of a U-shaped stirrup based on the installation time of the ground beam, wherein when the ground beam extends into the middle of a ground beam base groove of the ground, the U-shaped stirrup starts to feed, and the feeding speed is adjusted along with the extending speed of the ground beam;
when the ground beam completely extends into the ground beam foundation trench, acquiring the stress magnitude and the stress range between the ground beam and the side wall of the ground beam foundation trench;
determining the horizontal installation position of the U-shaped stirrup relative to the ground beam based on the stress range; determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on the stress magnitude;
and when the U-shaped stirrup hoops the ground beam, acquiring hoop pressure between the U-shaped stirrup and the ground beam, and adjusting the hook length of the U-shaped stirrup based on the hoop pressure.
2. The beam and slab separation based installation method according to claim 1, wherein the bottom plate contacts the ground and exposes a ground beam foundation groove of the ground, and the ground beam foundation groove extends downward and a side wall of the ground beam foundation groove is finished, including:
moving the floor to the ground in a vertical direction;
obtaining the position of the ground beam base groove on the ground, and adjusting the orientation of the bottom plate based on the position of the ground beam base groove on the ground;
determining surrounding positions of the plurality of bottom plates according to the position of the ground beam foundation groove of the ground, and moving the plurality of bottom plates to the surrounding positions of the bottom plates to expose the ground beam foundation groove of the ground;
acquiring the downward pressure of the bottom plate on the ground, and if the downward pressure is lower than a preset pressure threshold, continuously applying pressure to the bottom plate under the action of external equipment so as to gradually adjust the downward pressure of the bottom plate on the ground until the downward pressure of the bottom plate on the ground meets the preset pressure threshold;
the ground beam foundation trench extends downwards, and the side wall of the ground beam foundation trench is trimmed, and at the moment, the side wall of the ground beam foundation trench reaches a preset trimming threshold value.
3. The beam-slab separation-based installation method according to claim 2, wherein forming a ground beam along a ground beam foundation groove of the ground and acquiring installation time of the ground beam comprises:
detecting a ground beam foundation trench of the ground, and forming a virtual appearance space based on the ground beam foundation trench of the ground;
adjusting the shape of a ground beam based on the virtual shape space and forming the ground beam along a ground beam foundation groove of the ground;
acquiring the installation time of the ground beam as the ground beam gradually approaches to a ground beam foundation groove on the ground;
and taking the installation time of the ground beam as an adjusting node, and adjusting the feeding time of the U-shaped stirrups based on the adjusting node.
4. The beam-slab separation-based installation method according to claim 1, wherein the feeding time of the U-shaped stirrup is adjusted based on the installation time of the ground beam, wherein the feeding of the U-shaped stirrup is started when the ground beam extends into the middle of the ground beam foundation groove of the ground, and the feeding speed is adjusted according to the extending speed of the ground beam, comprising:
adjusting the feeding time of the U-shaped stirrups based on the installation time of the ground beam, and recording the feeding time of the U-shaped stirrups;
determining the current inventory of the U-shaped stirrups based on the feeding time of the U-shaped stirrups, and adjusting the inventory of the U-shaped stirrups according to the working schedule;
when the ground beam extends into the middle of a ground beam base groove of the ground, the U-shaped hooping starts to feed, and the feeding speed is adjusted along with the extending speed of the ground beam;
building a learning model of the penetration speed and the material speed, and dynamically adjusting the material speed based on the learning model.
5. The beam-slab separation-based installation method according to claim 4, wherein when the ground beam fully extends into the ground beam foundation trench, the magnitude and range of the stress between the ground beam and the side wall of the ground beam foundation trench are obtained, and the method comprises the following steps:
when the ground beam completely extends into the ground beam foundation groove, detecting the pressure of the ground beam on the bottom of the ground beam foundation groove;
if the pressure reaches a preset pressure threshold value, determining that the ground beam completely extends into the ground beam foundation groove; if the pressure does not reach a preset pressure threshold value, the ground beam continues to extend into the ground beam foundation groove;
and acquiring the magnitude and the range of the stress between the ground beam and the side wall of the ground beam foundation trench, wherein the stress is the interaction force between the outer side wall of the ground beam and the side wall of the ground beam foundation trench.
6. The beam-slab separation based installation method according to claim 5, wherein the horizontal installation position of the U-shaped stirrup relative to the ground beam is determined based on the stress range; determining a vertical mounting position of the U-shaped stirrup relative to the ground beam based on the stress magnitude, comprising:
acquiring the stress range, and calculating a first area covered by the stress based on the stress range;
dividing the first area, marking the part of the first area with a larger stress range, and determining a first mark;
determining a horizontal installation position of the U-shaped stirrup relative to the ground beam based on the first mark;
acquiring the stress range, and measuring and calculating a second area covered by stress based on the stress magnitude, wherein the second area and the first area are in different hierarchical spaces;
dividing the second region, marking the part of the region with higher stress, and determining a second mark;
and determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on the second mark.
7. The beam-slab separation-based installation method according to claim 6, wherein the step of obtaining the hoop pressure between the U-shaped stirrup and the ground beam after the U-shaped stirrup hoops the ground beam and adjusting the hook length of the U-shaped stirrup based on the hoop pressure comprises the following steps:
when the U-shaped stirrup hoops and presses the ground beam, measuring and calculating hoop pressure between the U-shaped stirrup and the ground beam;
acquiring hoop pressure between the U-shaped stirrups and the ground beam, and performing stress analysis based on the hoop pressure to obtain traction force;
and adjusting the hook length of the U-shaped stirrup based on the traction force, and taking the hook length of the U-shaped stirrup as reference data before feeding.
8. A beam and slab separation based mounting system, comprising:
the contact module is used for contacting the bottom plate with the ground and exposing the ground beam foundation trench of the ground, wherein the ground beam foundation trench extends downwards, and the side wall of the ground beam foundation trench is trimmed;
the first acquisition module is used for forming a ground beam along a ground beam foundation groove on the ground and acquiring the installation time of the ground beam;
the adjusting module is used for adjusting the feeding time of the U-shaped stirrups based on the installation time of the ground beam, wherein when the ground beam extends into the middle of a ground beam base groove of the ground, the U-shaped stirrups start feeding, and the feeding speed is adjusted along with the extending speed of the ground beam;
the second acquisition module is used for acquiring the stress magnitude and the stress range between the ground beam and the side wall of the ground beam foundation trench when the ground beam completely extends into the ground beam foundation trench;
a position module for determining a horizontal mounting position of the U-shaped stirrup relative to the ground beam based on the stress range; determining the vertical installation position of the U-shaped stirrup relative to the ground beam based on the stress magnitude;
and the adjusting module is used for waiting for the U-shaped stirrup to hoop the ground beam, acquiring the hoop pressure between the U-shaped stirrup and the ground beam, and adjusting the hook length of the U-shaped stirrup based on the hoop pressure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210574209.3A CN114809056A (en) | 2022-05-24 | 2022-05-24 | Mounting method and mounting system based on beam-slab separation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210574209.3A CN114809056A (en) | 2022-05-24 | 2022-05-24 | Mounting method and mounting system based on beam-slab separation |
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| JP2001040675A (en) * | 1999-08-02 | 2001-02-13 | Sumitomo Metal Ind Ltd | Foundation structure for building |
| KR20110081743A (en) * | 2010-01-08 | 2011-07-14 | 이창남 | Method of reinforced concrete structure using shop-assembled bar frame |
| CN105256947A (en) * | 2015-09-24 | 2016-01-20 | 广州建筑股份有限公司 | Method for constructing recycled mixed concrete beams and slabs |
| CN106567501A (en) * | 2016-11-15 | 2017-04-19 | 中国建筑第八工程局有限公司 | Fabricated type formed steel reinforcement framework and fabrication method thereof |
| CN210086609U (en) * | 2018-12-25 | 2020-02-18 | 清远市广盛民防工程有限公司 | Civil air defense engineering bottom plate structure |
| CN113668588A (en) * | 2021-08-20 | 2021-11-19 | 中建五局土木工程有限公司 | Efficient backfill construction method for large-scale assembled steel plate box factory building foundation |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2001040675A (en) * | 1999-08-02 | 2001-02-13 | Sumitomo Metal Ind Ltd | Foundation structure for building |
| KR20110081743A (en) * | 2010-01-08 | 2011-07-14 | 이창남 | Method of reinforced concrete structure using shop-assembled bar frame |
| CN105256947A (en) * | 2015-09-24 | 2016-01-20 | 广州建筑股份有限公司 | Method for constructing recycled mixed concrete beams and slabs |
| CN106567501A (en) * | 2016-11-15 | 2017-04-19 | 中国建筑第八工程局有限公司 | Fabricated type formed steel reinforcement framework and fabrication method thereof |
| CN210086609U (en) * | 2018-12-25 | 2020-02-18 | 清远市广盛民防工程有限公司 | Civil air defense engineering bottom plate structure |
| CN113668588A (en) * | 2021-08-20 | 2021-11-19 | 中建五局土木工程有限公司 | Efficient backfill construction method for large-scale assembled steel plate box factory building foundation |
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