阅读说明：本技术 一种隔断墙施工工艺和隔断墙结构 (Partition wall construction process and partition wall structure ) 是由 张晓莉 张茂枝 于 2021-08-25 设计创作，主要内容包括：本发明属于工程施工技术领域,具体涉及一种隔断墙施工工艺和隔断墙结构的改进和应用；在隔断墙体高边方向的两侧面上分别设置一个连接组件,同时在隔断墙体的顶端和底端同时设置一个负压吸附组件,使得本发明在施工时,不再向现有技术一样,需要在楼板和天花板上钻孔,然后使用螺钉将隔断墙进行固定。通过负压吸附组件的吸附使得本发明在使用时实现了快速施工的目的,解决了现有隔断墙施工时需要破坏建筑结构的缺陷,改善了隔断墙施工工艺。同时的,当本发明被拆解之后,还可以进行二次使用,有效提升的材料的重复利用率,节约了经济成本。(The invention belongs to the technical field of engineering construction, and particularly relates to a partition wall construction process and improvement and application of a partition wall structure; the two side surfaces of the partition wall in the high edge direction are respectively provided with the connecting component, and the top end and the bottom end of the partition wall are simultaneously provided with the negative pressure adsorption components, so that during construction, holes are not required to be drilled on a floor slab and a ceiling as in the prior art, and then the partition wall is fixed by using screws. The negative pressure adsorption component is used for adsorbing, so that the purpose of rapid construction is achieved, the defect that the building structure needs to be damaged during construction of the existing partition wall is overcome, and the partition wall construction process is improved. Meanwhile, after the invention is disassembled, the invention can be used for the second time, thereby effectively improving the repeated utilization rate of materials and saving the economic cost.)

1. A partition wall construction process is characterized in that: the method comprises the following steps:

s1, lofting an actual partition wall installation line and an initial installation position on a floor slab of a to-be-constructed area by a technician according to a design drawing by using a measuring instrument;

s2, placing a first partition wall structure at the initial installation position obtained in the step S1;

s3, establishing a space rectangular coordinate system on the basis of the load-bearing structure closest to the first partition wall structure placed in the step S2, adjusting the parallelism of the first partition wall structure relative to the load-bearing structure in the space rectangular coordinate system, and fixing the adjusted first partition wall structure;

and S4, sequentially installing and fixing a plurality of second partition wall structures on one side of the first partition wall structure along the partition wall installation line.

2. The partition wall splicing process according to claim 1, wherein: the S2 has the steps of:

s21, placing a first fixing assembly for fixing the partition wall at the mounting position obtained in the step S1, and enabling the first fixing assembly to be attached to the floor to form a vacuum negative pressure structure;

s22, mounting a second fixing component at the upper end of the first fixing component, and enabling the second fixing component to be attached to a bearing beam on a ceiling/ceiling to form a vacuum negative pressure structure;

s23, connecting the bottom end and the top end of the partition wall with the first fixing component and the second fixing component respectively to form a first partition wall structure.

3. The partition wall splicing process according to claim 2, wherein: step S3 has the following procedure:

s31, obtaining coordinate information of a first sideline at the intersection of the load-bearing structure and the floor slab of the area to be constructed, and meanwhile determining first center coordinate point information of the first sideline;

s32, constructing a space rectangular coordinate system by taking the first central coordinate point information as a coordinate origin,

s33, measuring coordinate information of a second sideline at the intersection of the load-bearing structure and the ceiling of the area to be constructed, and simultaneously determining second center coordinate point information of the second sideline;

s34, constructing a reference surface between the first edge and the second edge in the rectangular spatial coordinate system, and simultaneously enabling X-point coordinates of the first edge to correspond to X-point coordinates of the second edge on the reference surface in a one-to-one mode;

s35, measuring each coordinate point of the vertical surface of the first partition wall structure, and simultaneously measuring the vertical distance between each coordinate point and the reference surface;

s36, comparing the vertical distances obtained in the S35 and judging whether the distances are the same or not;

if the distances are not the same, the process proceeds to S37, and if the distances are the same, the process proceeds to S38;

s37, adjusting the vertical distance between the first partition wall structure and the reference surface, judging according to the process from S35 to S36, and entering S38 when the vertical distances between each point of the first partition wall structure and the reference surface are the same;

s38, fixing the bottom and the top of the first partition wall structure and entering S4.

4. The partition wall splicing process according to claim 3, wherein: and the coordinates of each point on the reference surface and the coordinates of each point of the first partition wall structure are converted into coordinates in the space rectangular coordinate system.

5. A partition wall structure which characterized in that: including cutting off wall body (1), can dismantle respectively at the both ends of cutting off wall body (1) long limit direction and be provided with a negative pressure adsorption component (2), negative pressure adsorption component (2) and the face vacuum negative pressure of treating the construction area adsorb, two negative pressure adsorption component (2) all with cut off wall body (1) can dismantle the connection, be provided with a set of coupling assembling (3) on the both sides face of cutting off wall body (1) high limit direction respectively, it is two sets of size, the shape of coupling assembling (3) are corresponding.

6. The partition wall structure according to claim 5, wherein: the negative pressure adsorption component (2) comprises a connector (4), a connecting groove (5) is formed in the connector (4), the connecting groove (5) is detachably connected with the partition wall body (1), two ends of the connector (4) are respectively provided with an adsorption part wound around the connector (4) in a rotating mode, and the adsorption part is adsorbed on the surface of a region to be constructed.

7. The partition wall structure of claim 6, wherein: the negative pressure adsorption component comprises a negative pressure plate (6) hinged with the connecting body (4), a plurality of negative pressure suckers (7) are arranged on the negative pressure plate (6), and each negative pressure sucker (7) is provided with a control valve which is connected with a vacuum pump through a pipeline;

alternatively, the first and second electrodes may be,

the negative pressure adsorption component comprises a negative pressure plate (6) hinged with the connecting body (4), a plurality of automatic retractors (8) are arranged on the negative pressure plate (6), each of the automatic retractors is provided with a negative pressure sucker (7), a control valve is arranged on each negative pressure sucker (7), and the control valve is connected with a vacuum pump through a pipeline.

8. The partition wall structure of claim 6, wherein: be provided with in connector (4) and hold the chamber, hold the intracavity and placed dual output axle servo motor (11), fix respectively on two output shafts of dual output axle servo motor (11) and be provided with a worm (12), servo motor's one end is kept away from in worm (12) meshes respectively one turbine (13), turbine (13) are fixed with negative pressure plate (6).

9. The partition wall structure according to claim 8, wherein: the connecting component (3) comprises a fixing plate (14) fixedly connected with the partition wall body (1), one side of the top end of the fixing plate (14) is fixedly provided with a first connecting hook (15), the other side of the top end is hinged with a second connecting hook (16), the hook body direction of the second connecting hook (16) is opposite to the hook body direction of the first connecting hook (15), the length of the second coupling hook (16) is not shorter than the length of the first coupling hook (15), the outer side of the second connecting hook (16) is detachably connected with a blocking plate (17), the bottom end of the fixing plate (14) is provided with a third connecting hook (18) which corresponds to the first connecting hook (15) and the second connecting hook (16) in shape and size, the first connecting hook (15), the second connecting hook (16) and the third connecting hook (18) are arranged on the same side of the fixing plate (14).

10. The partition wall structure according to claim 8, wherein: cut off wall body (1) including the wall body, the top of wall body be provided with the shape of spread groove (5) and first connecting block (19) of size looks adaptation, the bottom is provided with a plurality of holes, each all be provided with a telescopic link (20) in the hole, telescopic link (20) are kept away from the one end of hole be provided with the shape of spread groove (5) and second connecting block (21) of size looks adaptation.

Technical Field

The invention belongs to the technical field of engineering construction, and particularly relates to a partition wall construction process and improvement and application of a partition wall structure.

Background

Partition walls, also known as high partitions, even office screens, are mainly used in office spaces, i.e. this feature makes partition walls different from sanitary partitions. Partition walls have been developed in the united states in the fifty-six decades, and the industrial development of decoration has been mature due to the high degree of specialization, commercialization, and society of building material goods and components in these countries.

When decorating office places, how to realize the rapid assembly of partition walls is always a subject of key research by technical personnel in the field of decoration engineering. In the prior art, when a partition wall is constructed, holes are often drilled in a ceiling and the ground, and then the partition wall is fixed by fixing pieces such as expansion bolts or the like, or the partition wall is adhered to a floor slab by using an adhesive so as to fix the partition wall. No matter which fixing mode is adopted, the technical defects that the construction time is long, the partition wall cannot be used for multiple times and the like exist.

Disclosure of Invention

The invention aims to provide a partition wall construction process and a partition wall structure.

In order to achieve the purpose of the invention, the technical scheme adopted by the invention is as follows:

a partition wall construction process comprises the following steps:

s1, lofting an actual partition wall installation line and an initial installation position on a floor slab of a to-be-constructed area by a technician according to a design drawing by using a measuring instrument;

s2, placing a first partition wall structure at the installation position obtained in the step S1;

s3, establishing a space rectangular coordinate system on the basis of the load-bearing structure closest to the first partition wall structure placed in the step S2, adjusting the parallelism of the first partition wall structure relative to the load-bearing structure in the space rectangular coordinate system, and fixing the adjusted first partition wall structure;

and S4, sequentially installing and fixing a plurality of second partition wall structures on one side of the first partition wall structure along the partition wall installation line.

In order to better implement the present invention, as a further optimization of the above scheme, the S2 has the following steps:

s21, placing a first fixing assembly for fixing the partition wall at the mounting position obtained in the step S1, and enabling the first fixing assembly to be attached to the floor to form a vacuum negative pressure structure;

s22, mounting a second fixing component at the upper end of the first fixing component, and enabling the second fixing component to be attached to a bearing beam on a ceiling/ceiling to form a vacuum negative pressure structure;

s23, connecting the bottom end and the top end of the partition wall with the first fixing component and the second fixing component respectively to form a first partition wall structure.

As a further optimization of the above scheme, step S3 has the following process:

s31, obtaining coordinate information of a first sideline at the intersection of the load-bearing structure and the floor slab of the area to be constructed, and meanwhile determining first center coordinate point information of the first sideline;

s32, constructing a space rectangular coordinate system by taking the first central coordinate point information as a coordinate origin,

the X axis is parallel to the first edge line direction, the Y axis points to the floor slab of the area to be constructed, and the Z axis points to the direction of the bearing structure;

s33, measuring coordinate information of a second sideline at the intersection of the load-bearing structure and the ceiling of the area to be constructed, and simultaneously determining second center coordinate point information of the second sideline;

s34, constructing a reference surface between the first edge and the second edge in the rectangular spatial coordinate system, and simultaneously enabling X-point coordinates of the first edge to correspond to X-point coordinates of the second edge on the reference surface in a one-to-one mode;

s35, measuring each coordinate point of the vertical surface of the first partition wall structure, and simultaneously measuring the vertical distance between each coordinate point and the reference surface;

s36, comparing the vertical distances obtained in the S35 and judging whether the distances are the same or not;

if the distances are not the same, the process proceeds to S37, and if the distances are the same, the process proceeds to S38;

s37, adjusting the vertical distance between the first partition wall structure and the reference surface, judging according to the process from S35 to S36, and entering S38 when the vertical distances between each point of the first partition wall structure and the reference surface are the same;

s38, fixing the bottom and the top of the first partition wall structure and entering S4.

As a further optimization of the above solution, the coordinates of each point on the reference surface and the coordinates of each point of the first partition wall structure are converted into coordinates in the rectangular spatial coordinate system.

The utility model provides a partition wall structure, includes and cuts off the wall body, the both ends that cut off the long limit direction of wall body can be dismantled respectively and be provided with a negative pressure adsorption component, negative pressure adsorption component adsorbs with the face vacuum negative pressure of treating the construction area, two negative pressure adsorption component all with cut off the wall body and can dismantle the connection, be provided with a set of coupling assembling on the both sides face of partition wall body high limit direction respectively, it is two sets of coupling assembling's size, shape are corresponding.

As a further optimization of the above scheme, the negative pressure adsorption assembly includes a connector, a connection groove is provided on the connector, the connection groove is detachably connected to the partition wall, two ends of the connector are respectively provided with an adsorption component which winds around the connector, and the adsorption component is adsorbed on the board surface of the region to be constructed.

As a further optimization of the above scheme, the negative pressure adsorption component comprises a negative pressure plate hinged to the connector, a plurality of negative pressure suckers are arranged on the negative pressure plate, a control valve is arranged on each negative pressure sucker, and the control valves are connected with a vacuum pump through pipelines;

alternatively, the first and second electrodes may be,

the negative pressure adsorption component comprises a negative pressure plate hinged with the connecting body, a plurality of automatic retractors are arranged on the negative pressure plate, a negative pressure sucker is arranged on each retractor, a control valve is arranged on each negative pressure sucker, and the control valves are connected with the vacuum pump through pipelines.

According to the further optimization of the scheme, a containing cavity is formed in the connecting body, a double-output-shaft servo motor is placed in the containing cavity, two output shafts of the double-output-shaft servo motor are respectively and fixedly provided with a worm, one end, far away from the servo motor, of each worm is respectively meshed with a turbine, and the turbines are fixed with the negative pressure plate.

As the further optimization of above-mentioned scheme, coupling assembling include with cut off wall body fixed connection's fixed plate, the fixed first coupling hook that is provided with in one side on fixed plate top, the opposite side on top articulates there is the second coupling hook, the coupler body direction of second coupling hook sets up with the coupler body direction of first coupling hook relatively, the length of second coupling hook is not less than the length of first coupling hook, the outside of second coupling hook can be dismantled and be connected with the baffle, the bottom of fixed plate be provided with the third coupling hook that shape and size homogeneous phase between first coupling hook and the second coupling hook correspond, first coupling hook, second coupling hook and third coupling hook homonymy set up on the fixed plate.

As a further optimization of the above scheme, the partition wall body comprises a wall body, a first connecting block matched with the connecting groove in shape and size is arranged at the top end of the wall body, a plurality of holes are arranged at the bottom end of the wall body, a telescopic rod is arranged in each hole, and a second connecting block matched with the connecting groove in shape and size is arranged at one end, far away from each hole, of each telescopic rod.

The invention has the following beneficial effects:

1. according to the partition wall construction process, a partition wall installation line and an initial installation position are set out on a floor slab in a to-be-constructed area, then a first partition wall structure is placed at the initial installation position, a space rectangular coordinate system is established on the basis of a bearing structure closest to the first partition wall structure, and then the parallelism of a partition wall body relative to the bearing structure is adjusted in the space rectangular coordinate system, so that the partition wall is quickly constructed, the perpendicularity of the partition wall is effectively guaranteed, and the stability of the whole partition wall structure is improved.

2. According to the partition wall structure, the partition wall body is arranged, the connecting assemblies are respectively arranged on the two side faces in the high edge direction of the partition wall body, and the negative pressure adsorption assemblies are simultaneously arranged at the top end and the bottom end of the partition wall body, so that holes are not required to be drilled in a floor slab and a ceiling as in the prior art during construction, and then the partition wall is fixed by using screws. The negative pressure adsorption component is used for adsorbing, so that the purpose of rapid construction is achieved, the defect that the building structure needs to be damaged during construction of the existing partition wall is overcome, and the partition wall construction process is improved. Meanwhile, after the invention is disassembled, the invention can be used for the second time, thereby effectively improving the repeated utilization rate of materials and saving the economic cost.

Drawings

FIG. 1 is a process flow diagram of the present invention;

fig. 2 is a flowchart of step S3 in fig. 1;

FIG. 3 is a schematic structural view of a partition wall structure according to the present invention in a use state;

FIG. 4 is a schematic view of a partition wall according to the present invention;

FIG. 5 is a schematic structural view of the negative pressure adsorption assembly shown in FIG. 4;

FIG. 6 is another schematic structural view of the negative pressure adsorption assembly shown in FIG. 4;

FIG. 7 is a schematic view of the partition wall structure shown in FIG. 4;

fig. 8 is a schematic view of the connecting assembly shown in fig. 4.

Description of the drawings: 1-partition wall body, 2-negative pressure adsorption component, 3-connecting component, 4-connecting body, 5-connecting groove, 6-negative pressure plate, 7-negative pressure sucker, 8-automatic expansion piece, 11-double output shaft servo motor, 12-worm, 13-turbine, 14-fixing plate, 15-first connecting hook, 16-second connecting hook, 17-barrier plate, 18-third connecting hook, 19-first connecting block, 20-telescopic rod and 21-second connecting block.

Detailed Description

The present invention will be described in detail and with reference to preferred embodiments thereof, but the present invention is not limited thereto.

Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. 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.

It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.

In the description of the present invention, it should be noted that the terms "first", "second", "third", etc. are used only for distinguishing the description, and are not intended to indicate or imply relative importance.

The terms "upper", "lower", "left", "right", "inner", "outer", and the like, refer to orientations or positional relationships based on orientations or positional relationships illustrated in the drawings or orientations and positional relationships that are conventionally used in the practice of the products of the present invention, and are used for convenience in describing and simplifying the invention, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the invention.

Furthermore, the terms "vertical" and the like do not require absolute perpendicularity between the components, but may be slightly inclined. Such as "vertical" merely means that the direction is relatively more vertical and does not mean that the structure must be perfectly vertical, but may be slightly inclined.

In the description of the present invention, it is also to be noted that the terms "disposed," "mounted," "connected," and the like are to be construed broadly unless otherwise specifically stated or limited. For example, the connection can be fixed, detachable or integrated; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Example 1

As shown in fig. 1-2, the invention discloses a partition wall construction process, which comprises the following steps:

s1, lofting an actual partition wall installation line and an initial installation position on a floor slab of a to-be-constructed area by a technician according to a design drawing by using a measuring instrument;

s2, placing a first partition wall structure at the installation position obtained in the step S1;

s3, establishing a space rectangular coordinate system on the basis of the load-bearing structure closest to the first partition wall structure placed in the step S2, adjusting the parallelism of the first partition wall structure relative to the load-bearing structure in the space rectangular coordinate system, and fixing the adjusted first partition wall structure;

and S4, sequentially installing and fixing a plurality of second partition wall structures on one side of the first partition wall structure along the partition wall installation line.

First, it is specifically and explicitly stated that the area to be constructed in this embodiment is an indoor area of a building structure such as a commercial office building, and before performing step S1, it is necessary to remove useless things such as building waste in the area to be constructed, so that the entire area to be constructed becomes clean and tidy.

In this embodiment, as shown in fig. 1, the process according to the present invention lays out a partition wall installation line and an initial installation position on a floor slab in a to-be-constructed area, then places a first partition wall structure at the initial installation position, establishes a spatial rectangular coordinate system based on a load-bearing structure closest to the first partition wall structure, and then adjusts the parallelism of the partition wall 1 relative to the load-bearing structure in the spatial rectangular coordinate system, so that the present invention realizes rapid construction of the partition wall while effectively ensuring the perpendicularity of the partition wall, thereby improving the stability of the whole partition wall structure.

It is further emphasized that, in the present embodiment, the measuring instrument in step S1 is a level gauge, a total station, a laser range finder, a tape measure, or the like. In the present embodiment, a laser rangefinder and a tape measure are preferably used as a preferred embodiment. As a further example, in the present embodiment, the laser range finder may be, but is not limited to, a phase method range finder of the following type: leica DISTO range finder, NIKON range finder.

In order to better implement the present invention, as a further optimization of the above scheme, the S2 has the following steps:

s21, placing a first fixing assembly for fixing the partition wall 1 at the installation position obtained in the step S1, and enabling the first fixing assembly to be attached to the floor to form a vacuum negative pressure structure;

s22, mounting a second fixing component at the upper end of the first fixing component, and enabling the second fixing component to be attached to a bearing beam on a ceiling/ceiling to form a vacuum negative pressure structure;

s23, connecting the bottom end and the top end of the partition wall with the first fixing component and the second fixing component respectively to form a first partition wall structure.

As a preferred embodiment, in this embodiment, by providing the first fixing assembly and the second fixing assembly, and allowing the first fixing assembly and the second fixing assembly to respectively perform vacuum negative pressure adhesion on the floor slab and the ceiling, when a technician uses the process provided by the present invention to install the partition wall, the purpose of quickly fixing the partition wall without damaging the main structure of the floor slab is achieved.

As a further optimization of the above scheme, step S3 has the following process:

s31, obtaining coordinate information of a first sideline at the intersection of the load-bearing structure and the floor slab of the area to be constructed, and meanwhile determining first center coordinate point information of the first sideline;

s32, constructing a space rectangular coordinate system by taking the first central coordinate point information as a coordinate origin,

the X axis is parallel to the first edge line direction, the Y axis points to the floor slab of the area to be constructed, and the Z axis points to the direction of the bearing structure;

s33, measuring coordinate information of a second sideline at the intersection of the load-bearing structure and the ceiling of the area to be constructed, and simultaneously determining second center coordinate point information of the second sideline;

s34, constructing a reference surface between the first edge and the second edge in the rectangular spatial coordinate system, and simultaneously enabling X-point coordinates of the first edge to correspond to X-point coordinates of the second edge on the reference surface in a one-to-one mode;

s35, measuring each coordinate point of the vertical surface of the first partition wall structure, and simultaneously measuring the vertical distance between each coordinate point and the reference surface;

s36, comparing the vertical distances obtained in the S35 and judging whether the distances are the same or not;

if the distances are not the same, the process proceeds to S37, and if the distances are the same, the process proceeds to S38;

s37, adjusting the vertical distance between the first partition wall structure and the reference surface, judging according to the process from S35 to S36, and entering S38 when the vertical distances between each point of the first partition wall structure and the reference surface are the same;

s38, fixing the bottom and the top of the first partition wall structure and entering S4.

It should be particularly clear and explained that the load-bearing structure described in step S31 of this embodiment is a load-bearing column or a load-bearing beam. When the first sideline is constructed, if a plurality of bearing structures are arranged in the same area, firstly measuring and judging whether the bearing structures are positioned on the same plane, if so, the first sideline is the sideline at the joint of the bearing structures and the floor slab, and if not, the first sideline is the sideline at the joint of the bearing structures and the floor slab, which is a vertical line segment of the first partition wall.

As a preferred embodiment, as shown in fig. 2, in this embodiment, a spatial rectangular coordinate system is constructed based on a load-bearing structure and a floor in a construction area, and then the perpendicularity of the installed first partition wall structure is adjusted in the spatial rectangular coordinate system, so that a technician does not adjust the perpendicularity of the partition wall only based on the floor as in the prior art when using the partition wall installation and construction method of the present invention, and the technical defect that the partition wall installation is not perpendicular enough when the partition wall is installed and constructed in the prior art is effectively solved.

As a further optimization of the above solution, the coordinates of each point on the reference surface and the coordinates of each point of the first partition wall structure are converted into coordinates in the rectangular spatial coordinate system.

As a preferred embodiment, in the present embodiment, the coordinate conversion method has the following two types:

the first is to directly use the floor slab in the construction area as a reference plane, in short, the elevation coordinate of the floor slab surface is 0. The specific process is as follows: firstly, a distance meter is used for measuring the length a of a first sideline closest to a first partition wall structure, meanwhile, the starting point coordinate of any end of the first sideline is defined as (0,0,0), the end point coordinate of the first sideline is (0, a, 0), the midpoint coordinate (0, a/2, 0) of the first sideline can be known according to the starting point coordinate and the end point coordinate, the distance a/2 is measured on the first sideline by the distance meter and marked, and then a space rectangular coordinate system is established on the basis of the marked midpoint coordinate. Meanwhile, the surface coordinates of the floor slab and the bearing structure are collected by the aid of the Tianbao TX8 three-dimensional laser scanner, and then the space rectangular coordinate system and the scanned point cloud coordinates are led into the data processing module. And then, scanning and data acquisition are carried out on the first partition wall structure by using a Tianbao TX8 three-dimensional laser scanner, and simultaneously, the scanned and acquired coordinates are imported into a space rectangular coordinate system, so that the conversion and collection of coordinates of each point on the reference surface and the first partition wall structure are realized through the process.

The second method is based on a geodetic coordinate system, and comprises the steps of utilizing a device such as a GPS (global positioning system) to conduct conversion and collection on coordinates of a starting point (x1, y1 and z1), coordinates of an end point (x2, y2 and z2) of a first edge line in a construction area, then defining the measured coordinates of the starting point (x1, y1 and z1) of the first edge line as midpoint coordinates ((x1+ x2)/2, (y1+ y2)/2, (z1+ z2)/2) of the first edge line according to the coordinates of the starting point and the coordinates of the end point, establishing a space rectangular coordinate system based on the midpoint coordinates, utilizing a Tianbao TX8 three-dimensional laser scanner to respectively scan a bearing structure and a first partition wall structure and obtain respective point cloud coordinates, then importing the point cloud coordinates into the space rectangular coordinate system, and achieving conversion and collection of coordinates of points on a reference plane and the first partition wall structure through the process.

Through the scheme, the partition wall mounting line and the initial mounting position are set out on the floor slab of the area to be constructed, then the first partition wall structure is placed at the initial mounting position, the rectangular space coordinate system is established on the basis of the bearing structure closest to the first partition wall structure, and then the parallelism of the partition wall body 1 relative to the bearing structure is adjusted in the rectangular space coordinate system, so that the verticality of the partition wall is effectively guaranteed while the partition wall is quickly constructed, and the stability of the whole partition wall structure is improved.

Example 2

As a specific application of the above method, the present invention provides another embodiment for implementing the above process, which includes a partition wall splicing apparatus, and the specific implementation manner is as follows:

as shown in fig. 3-8, a partition wall structure, including wall body 1, wall body 1 long limit direction's both ends can be dismantled respectively and be provided with a negative pressure adsorption component 2, negative pressure adsorption component 2 and the face vacuum negative pressure of treating the construction area adsorb, two negative pressure adsorption component 2 all with wall body 1 can be dismantled and be connected, be provided with a set of coupling assembling 3 on the both sides face of wall body 1 high limit direction respectively, it is two sets of coupling assembling 3's size, shape are corresponding.

It should be particularly clear and explained that, in this embodiment, when the partition wall is in a vertical state, the height direction of the wall is the direction indicated by the height of the wall, the width direction is the direction indicated by the thickness of the wall, and the length direction is the direction in which the wall extends.

In the embodiment, the partition wall body 1 is arranged, the connecting assemblies 3 are respectively arranged on the two side surfaces of the partition wall body 1 in the high edge direction, and the negative pressure adsorption assemblies 2 are simultaneously arranged at the top end and the bottom end of the partition wall body 1, so that during construction, holes are not required to be drilled in a floor slab and a ceiling as in the prior art, and then the partition wall is fixed by using screws. The negative pressure adsorption component 2 is used for adsorbing, so that the purpose of rapid construction is achieved, the defect that the building structure needs to be damaged in the construction of the existing partition wall is overcome, and the partition wall construction process is improved.

As a further optimization of the above scheme, the negative pressure adsorption assembly 2 includes a connector 4, a connection groove 5 is provided on the connector 4, the connection groove 5 is detachably connected to the partition wall 1, two ends of the connector 4 are respectively provided with an adsorption component which winds around the connector 4 and rotates, and the adsorption component is adsorbed on the board surface of the to-be-constructed area.

As a preferred embodiment, as shown in fig. 4, in this embodiment, two suction members are respectively disposed on two sides of the connection body 4, so that the suction assembly can be sucked on surfaces of different shapes by rotating the suction members when the present invention is used. It may be exemplified that the different shaped surfaces described in the present embodiment include, but are not limited to, the following types: flat ceilings, beams on ceilings.

As a further optimization of the above scheme, the negative pressure adsorption component includes a negative pressure plate 6 hinged to the connector 4, a plurality of negative pressure suction cups 7 are arranged on the negative pressure plate 6, and each negative pressure suction cup 7 is provided with a control valve, and the control valves are connected with the vacuum pump through pipelines.

As a preferred embodiment, as shown in fig. 5, in this embodiment, by providing the negative pressure suction cup 7 on the negative pressure plate 6, the invention can be quickly absorbed on the ceiling or the floor by the suction cup when in use, and thus the invention achieves the purpose of quick fixation.

The negative pressure adsorption component comprises a negative pressure plate 6 hinged with the connecting body 4, a plurality of automatic retractors 8 are arranged on the negative pressure plate 6, a negative pressure sucker 7 is arranged on each retractor, a control valve is arranged on each negative pressure sucker 7, and the control valves are connected with a vacuum pump through pipelines.

As a modified embodiment, as shown in fig. 6, in this embodiment, the negative pressure member is provided with a telescopic device, and the adjustment of the telescopic device enables the parallelism between the negative pressure suction cup 7 and the plate surface to be adjusted when the vacuum suction cup is used, so that the vacuum suction cup can be better attached to a ceiling or a floor, and the stability of the suction member is finally improved.

It should be particularly clear that the telescopic device described in the present embodiment is one of a hydraulic rod, an air cylinder and an electric pushing cylinder.

As a further optimization of the above scheme, a containing cavity is arranged in the connecting body 4, a double-output-shaft servo motor 11 is placed in the containing cavity, two output shafts of the double-output-shaft servo motor 11 are respectively and fixedly provided with a worm 12, one end of the worm 12, which is far away from the servo motor, is respectively engaged with a turbine 13, and the turbine 13 is fixed with the negative pressure plate 6.

As a preferred embodiment, as shown in fig. 7, in the present embodiment, the purpose of automatically rotating the adsorption member is achieved. Meanwhile, in the embodiment, the worm 12 and the worm wheel 13 are arranged, so that the adsorption part can be self-locked when the adsorption part is used, and the safety performance of the adsorption part is further improved.

As a further optimization of the above scheme, the connection assembly 3 includes a fixing plate 14 fixedly connected to the partition wall 1, a first connection hook 15 is fixedly disposed on one side of the top end of the fixing plate 14, a second connection hook 16 is hinged to the other side of the top end of the fixing plate, a hook body direction of the second connection hook 16 is opposite to a hook body direction of the first connection hook 15, the length of the second connection hook 16 is not shorter than the length of the first connection hook 15, a blocking plate 17 is detachably connected to the outer side of the second connection hook 16, a third connection hook 18 corresponding to the shape and size between the first connection hook 15 and the second connection hook 16 is disposed at the bottom end of the fixing plate 14, and the first connection hook 15, the second connection hook 16 and the third connection hook 18 are disposed on the same side of the fixing plate 14.

As a preferred embodiment, as shown in fig. 7, in this embodiment, when the partition wall structure is installed, the connecting assembly 3 is provided, so that the purpose of connecting two adjacent partition wall structures is achieved, and the stability of the whole partition wall is effectively improved.

As a further optimization of the above scheme, the partition wall body 1 includes a wall body, a first connecting block 19 adapted to the shape and size of the connecting groove 5 is disposed at the top end of the wall body, a plurality of holes are disposed at the bottom end of the wall body, a telescopic rod 20 is disposed in each hole, and a second connecting block 21 adapted to the shape and size of the connecting groove 5 is disposed at one end of the telescopic rod 20 away from the hole.

As a preferred embodiment, as shown in fig. 7 and 8, in this embodiment, after the partition wall 1 and the connecting assembly 3 are connected, the telescopic rod 20 is arranged to generate a pushing force, so that the connecting assembly 3 can better adhere to a floor and a ceiling, and further the stability of the whole structure is further improved.

As shown in fig. 1 to 8, the installation process of the partition wall 1 of the present invention is as follows: at first, install bottom coupling assembling 3 to let bottom coupling assembling 3 and floor laminating, then install the coupling assembling 3 at the top on the ceiling directly over bottom coupling assembling 3, then install and cut off wall body 1, after cutting off wall body 1 and two coupling assembling 3 and all being connected, just use embodiment 1's process to adjust, after accomplishing the regulation, utilize telescopic link 20 to release second connecting block 21 and make the coupling assembling 3 and the floor of bottom laminate completely.

It should also be noted that the connection mode of the top connection assembly 3 to the ceiling is divided into two types:

one type is: the suction member is directly attached to the ceiling, and the suction member is driven by the worm 12 to be changed to a linear state.

The other type is: when the suction member is attached to the beam, the suction member needs to be changed into a U-shaped configuration by the worm 12, wherein the suction cup is located in the U-shaped groove.

Through the scheme, the two side surfaces of the partition wall body 1 in the high edge direction are respectively provided with the connecting component 3, and the top end and the bottom end of the partition wall body 1 are simultaneously provided with the negative pressure adsorption component 2, so that during construction, holes are not required to be drilled in a floor slab and a ceiling as in the prior art, and then the partition wall is fixed by using screws. The negative pressure adsorption component 2 is used for adsorbing, so that the purpose of rapid construction is achieved, the defect that the building structure needs to be damaged in the construction of the existing partition wall is overcome, and the partition wall construction process is improved. Meanwhile, after the invention is disassembled, the invention can be used for the second time, thereby effectively improving the repeated utilization rate of materials and saving the economic cost.

The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.