CN109577666B - Wall construction process and equipment - Google Patents
Wall construction process and equipment Download PDFInfo
- Publication number
- CN109577666B CN109577666B CN201910064625.7A CN201910064625A CN109577666B CN 109577666 B CN109577666 B CN 109577666B CN 201910064625 A CN201910064625 A CN 201910064625A CN 109577666 B CN109577666 B CN 109577666B
- Authority
- CN
- China
- Prior art keywords
- platform
- wall
- plate
- extrusion plate
- wall body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims abstract description 74
- 238000000034 method Methods 0.000 title claims abstract description 49
- 230000008569 process Effects 0.000 title claims abstract description 45
- 230000007246 mechanism Effects 0.000 claims description 82
- 238000001125 extrusion Methods 0.000 claims description 54
- 239000000853 adhesive Substances 0.000 claims description 8
- 230000001070 adhesive effect Effects 0.000 claims description 8
- 239000004744 fabric Substances 0.000 claims description 6
- 230000000087 stabilizing effect Effects 0.000 claims description 5
- 238000000926 separation method Methods 0.000 claims description 4
- 238000012544 monitoring process Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000003513 alkali Substances 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000008859 change Effects 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 230000001360 synchronised effect Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 239000004566 building material Substances 0.000 description 3
- 230000003028 elevating effect Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000002585 base Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- 239000002759 woven fabric Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000006798 recombination Effects 0.000 description 1
- 238000005215 recombination Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/26—Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a wall construction process and equipment, and relates to the field of buildings. The wall construction process and the wall construction equipment utilize the platform which is positioned on the non-vertical surface to carry out wall construction, the platform provides a datum plane and support for wall construction, the upper plane of the platform is utilized to ensure the flatness of the wall construction and the perpendicularity of the wall after lifting, constructors only need to place the unit body on the platform to carry out operations such as joint filling, the monitoring of the perpendicularity and the flatness in the construction or splicing process is avoided, the construction difficulty is reduced, the construction period is shortened, and the technical content requirement of the construction process is lower, so that the technical level of workers is not excessively required, and the labor cost is further reduced.
Description
Technical Field
The invention relates to the field of buildings, in particular to a wall construction process and wall construction equipment.
Background
In the construction process of the wall body, scattered wall boards or building blocks are vertically spliced and installed or built in a vertical plane. Workers need to repeatedly use plumb lines or straight guiding rules to compare the verticality of the wall body in the construction process, and carefully observe the flatness of assembled wallboards or building blocks after caulking. Once the perpendicularity of the wall exceeds a standard specified value, the bearing capacity and stability of the wall are affected, and reworking and re-splicing or building are needed; the flatness exceeds the standard value, so that the surface of the wall body is uneven, the appearance quality is affected, and the wall body is repaired or trimmed.
The existing wall construction mode has the defects of lower construction efficiency, longer construction period and risk of construction quality, and high labor skill and abundant working experience of constructors are required, so that the labor cost is high.
Disclosure of Invention
The invention aims to solve the technical problem of providing a wall construction process and equipment capable of reducing construction difficulty, improving construction efficiency and saving labor cost.
In order to solve the technical problems, the invention adopts the following technical scheme:
the wall construction process is characterized by comprising the following steps of:
a. the platform is obtained, placed at a proper position and supported by a supporting body, so that the platform is positioned in a non-vertical plane;
b. forming a wall body, placing unit bodies forming the wall body on a platform, and caulking by using an adhesive to ensure that a plurality of unit bodies are assembled into a whole to meet the size of the wall body to be obtained;
c. the lifting platform is positioned in the vertical plane after the adhesive is solidified, and the lower end of the lifting platform is supported on the ground;
d. and separating the vertical wall body from the platform.
The further technical proposal is that: before the step d, a bearing table is arranged on the ground, so that the bottom of the platform and the bearing table are concave-convex in the lifting process of the platform, the bottom of the wall body is supported on the bearing table, and then the platform moves backwards in the horizontal plane, and the split operation is completed.
The further technical proposal is that: in the step b, when the unit bodies are arranged as wallboards, arranging the wallboards in rows, caulking after arranging one row of wallboards, and laterally extruding the row of wallboards along the upper surface of the platform to firmly bond two adjacent rows of wallboards; when the unit body of putting is the building block, put according to the layer from the platform below upwards, carry out the joint filling after putting one deck building block each time, then follow the upper surface of platform and extrude this layer building block from last, make adjacent two-layer building block bond firmly.
The further technical proposal is that: in the step a, a hollowed-out platform is obtained, the lower part of the platform is suspended by utilizing a supporting body, and an operation space for workers to construct the lower part of a wall body is reserved; in the step b, after the joint filling, the upper surface and the lower surface of the wall body are adhered and fixed with the grid cloth at the joint filling position.
Wall construction equipment, its characterized in that includes:
the platform is arranged in a non-vertical plane, a supporting body which is used for supporting and stabilizing the platform and is in an inclined or horizontal state is arranged at the bottom of the platform, a lower limiting plate is vertically upwards arranged at the lower end of the platform, and a side limiting plate is vertically upwards arranged at the left side or the right side of the platform;
the movable lifting mechanism is arranged at the bottom of the platform and can drive the platform to lift and stand on the ground.
The further technical proposal is that: the device also comprises a bearing table arranged on the ground, the bearing table is provided with a plurality of bearing tables which are arranged at intervals along the length direction of the platform, the lower limiting plates comprise a plurality of bearing tables which are positioned in the same plane, between two adjacent lower limiting plates, the movable lifting mechanism is characterized in that the movable lifting mechanism enables the bearing table to be inserted between the two lower limiting plates in the lifting process of the platform, so that the lower end face of the wall body is supported on the bearing table after the wall body is vertical, and the movable lifting mechanism can also drive the platform to horizontally move backwards after the platform is vertical.
The further technical proposal is that: the platform is formed by intersecting and fixing an upper beam body and a lower beam body to form a screen plate structure.
The further technical proposal is that: the side opposite to the side limiting plate is provided with a side extrusion plate which is arranged in parallel with the side limiting plate, and the side extrusion plate can linearly slide left and right on the upper surface of the platform;
and/or the number of the groups of groups,
and one side opposite to the lower limiting plate is provided with an upper extruding plate which is arranged in parallel with the lower limiting plate, and the upper extruding plate can linearly slide up and down on the upper surface of the platform.
The further technical proposal is that: the outer side of the side extrusion plate is provided with a first driving mechanism for driving the side extrusion plate to slide left and right in a reciprocating manner on the platform and locking the side extrusion plate;
and/or the number of the groups of groups,
the outer side of the upper extrusion plate is provided with a second driving mechanism for driving the upper extrusion plate to slide up and down on the platform in a reciprocating manner and locking the upper extrusion plate.
The further technical proposal is that: the first driving mechanism can slide on the upper surface of the platform in a left-right straight line and is provided with a locking piece locked with the platform;
and/or
The second driving mechanism can slide on the upper surface of the platform in an up-down straight line and is provided with a locking piece locked with the platform.
The beneficial effects of adopting above-mentioned technical scheme to produce lie in:
the construction process and the equipment for the wall body utilize the platform jointed boards which are positioned on the non-vertical surfaces, the platform provides a datum plane and support for the wall body masonry, the upper plane of the platform is utilized to ensure the flatness of the masonry of the wall body and the perpendicularity of the wall body after lifting, constructors only need to place the unit body on the platform for joint filling and other operations, the monitoring of the perpendicularity and the flatness in the masonry process is avoided, the construction difficulty is reduced, the construction period is shortened, and the technical content requirement of the construction process is lower, so that excessive requirements are not made on the technical level of workers, and the labor cost is further reduced.
Drawings
The invention will be described in further detail with reference to the drawings and the detailed description.
FIG. 1 is a schematic structural view of wall construction equipment (with a platform horizontally arranged) according to an embodiment of the present invention;
FIG. 2 is a schematic structural view of wall construction equipment (with a platform inclined) according to an embodiment of the present invention;
FIG. 3 is a schematic view of the structure of the platform in an upright position according to an embodiment of the present invention;
FIG. 4 is a schematic diagram of a front view of a platform according to an embodiment of the present invention;
FIG. 5 is a schematic view of an axial side structure of a platform in accordance with a third embodiment of the present invention;
FIG. 6 is a schematic view of an axial side structure of a platform according to a fourth embodiment of the present invention;
fig. 7 is a partial structural view of the first driving mechanism in the embodiment of the present invention.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are some, but not all embodiments of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, but the present invention may be practiced in other ways other than those described herein, and persons skilled in the art will readily appreciate that the present invention is not limited to the specific embodiments disclosed below.
The wall construction process can be used for the masonry or assembly construction of fly ash aerated block walls, solid brick walls, gypsum block walls, hollow brick walls, lightweight cement sand block walls or various lightweight wall boards and the like.
Example 1
When the used unit body is a wallboard, and the wallboard is assembled to form a wall body, the method specifically comprises the following steps:
a. the platform is obtained, placed at a proper position and supported by a supporting body, so that the platform is positioned in a non-vertical plane, namely, the platform is horizontally or obliquely arranged;
b. forming a wall body, placing wallboards forming the wall body on a platform, and caulking by using an adhesive to ensure that a plurality of wallboards are spliced into a whole to meet the size of the wall body to be obtained;
c. the lifting platform is positioned in the vertical plane after the adhesive is solidified, and the lower end of the lifting platform is supported on the ground;
d. and separating the vertical wall body from the platform.
In order to separate the vertical wall body from the platform, a bearing table is arranged on the ground before the step d, so that the bottom of the platform and the bearing table are in concave-convex bearing connection in the lifting process of the platform, the bottom of the wall body is supported on the bearing table, and then the platform moves backwards in the horizontal plane, so that the split operation is completed.
In the step b, when the wallboards are placed, the placement mode of the wallboards is that the length dimension of the wallboards is arranged in the vertical direction after the platform is lifted in place, the wallboards are placed in rows when placed, the wallboards are filled after each row of wallboards are placed, and then the wallboards are laterally extruded along the upper surface of the platform, so that the two adjacent wallboards are firmly bonded.
In the step a, a hollowed-out platform is obtained, the lower part of the platform is suspended by utilizing a supporting body, and an operation space for workers to construct the lower part of the wall body is reserved, so that in the step b, after joint filling, the upper surface and the lower surface of the wall body are adhered and fixed with grid cloth at joint filling positions. The mesh fabric is formed by treating medium alkali or alkali-free glass fiber woven fabric as a base through an alkali-resistant coating, has high strength and good alkali resistance, and is mainly used for preventing cracks at joint joints so as to ensure the strength of the wall body.
Example two
When the used unit body is a building block and a wall body is built by the building block, the method specifically comprises the following steps:
a. the platform is obtained, placed at a proper position and supported by a supporting body, so that the platform is positioned in a non-vertical plane, namely, the platform is horizontally or obliquely arranged;
b. forming a wall body, placing building blocks forming the wall body on a platform, and caulking by using an adhesive to ensure that a plurality of building blocks are assembled into a whole to meet the size of the wall body to be obtained;
c. the lifting platform is positioned in the vertical plane after the adhesive is solidified, and the lower end of the lifting platform is supported on the ground;
d. and separating the vertical wall body from the platform.
In order to separate the vertical wall body from the platform, a bearing table is arranged on the ground before the step d, so that the bottom of the platform and the bearing table are in concave-convex bearing connection in the lifting process of the platform, the bottom of the wall body is supported on the bearing table, and then the platform moves backwards in the horizontal plane, so that the split operation is completed.
In the step b, when the building blocks are put, the building blocks are put up from the lower part of the platform according to layers, after each layer of building blocks are put, the building blocks are filled, and then the layer of building blocks are extruded from the upper part along the upper surface of the platform, so that the adjacent two layers of building blocks are firmly bonded.
In the step a, a hollowed-out platform is obtained, the lower part of the platform is suspended by utilizing a supporting body, and an operation space for workers to construct the lower part of the wall body is reserved, so that in the step b, after joint filling, the upper surface and the lower surface of the wall body are adhered and fixed with grid cloth at joint filling positions. The mesh fabric is formed by treating medium alkali or alkali-free glass fiber woven fabric as a base through an alkali-resistant coating, has high strength and good alkali resistance, and is mainly used for preventing cracks at joint joints so as to ensure the strength of the wall body.
According to the wall construction process recorded in the first embodiment and the second embodiment, the platform jointed board which is positioned on the non-vertical surface is utilized, the platform provides a datum plane and support for wall masonry, the upper plane is utilized to ensure the flatness of the masonry of the wall and the perpendicularity of the wall after lifting, constructors only need to place the unit body on the platform to perform operations such as joint filling, monitoring on the perpendicularity and flatness in the masonry process is avoided, the construction difficulty is reduced, the construction period is shortened, and the technical content requirement of the construction process is low, so that excessive requirements are not made on the technical level of workers, and the labor cost is further reduced.
In addition, in the first embodiment and the second embodiment, the size of the platform is determined according to the designed wall space size, the height of the platform is smaller than the designed wall space height, the width of the platform is not excessively large, and when the designed wall is large in length, a plurality of platforms can be used for block recombination and assembly.
Example III
The wall construction equipment is applied to equipment in the wall construction process and used for assisting wallboard assembly construction to form a wall. As shown in fig. 1 to 5, the wall construction equipment includes a platform 10 for splicing boards and a movable elevating mechanism 20 for driving the platform 10 in a vertical state.
The platform 10 is disposed in a non-vertical plane, a supporting body 108 for supporting and stabilizing the platform 10 is disposed at the bottom of the platform 10 and is in an inclined or horizontal state, a lower limiting plate 101 is disposed vertically upward at the lower end of the platform 10, and a side limiting plate 102 is disposed vertically upward at the left or right side of the platform 10. The setting of lower limiting plate 101 has restricted the wallboard landing downwards at makeup and play to rise platform 10 in-process, and side limiting plate 102 is not only used for guaranteeing the straightness that hangs down of wall body side, still is used for spacing when side direction extrusion, when using this equipment to carry out wallboard concatenation construction, should make the downside of wallboard support on lower limiting plate 101 when putting the wallboard, and a side of wallboard supports on side limiting plate 102.
The movable lifting mechanism 20 is arranged at the bottom of the platform 10 and is used for driving the platform 10 to lift and stand on the ground.
In order to enable the wall body and the platform 10 to be quickly and effectively separated during the separation, the device further comprises a bearing table 30 arranged on the ground, as shown in fig. 4, the bearing table 30 is provided with a plurality of lower limiting plates 101 which are arranged at intervals along the length direction of the platform 10, the lower limiting plates 101 are arranged on the same plane, a space between the two adjacent lower limiting plates 101 is reserved between the bearing table 30 and the two lower limiting plates 101 in the lifting process of the platform 10, so that the lower end face of the wall body is supported on the bearing table 30 after being vertical, the movable lifting mechanism 20 can also drive the platform 10 to horizontally move backwards after being erected, and then the movable lifting mechanism 20 is utilized to enable the platform 10 to be pulled out from the bearing table 30 after being moved backwards in the horizontal plane, so that the platform 10 is separated from the bearing table 30.
In order to avoid the wallboard from being adhered to the platform 10 by mortar and the like in the caulking process, the platform 10 adopts a hollowed-out structure. Specifically, the platform 10 is formed by intersecting and fixing an upper beam 103 and a lower beam 104 to form a mesh plate structure. The upper beam body 103 and the lower beam body 104 can be made of building materials such as steel bars or angle steel.
Regarding the pressing structure of the wall plate in the panel joint filling process, a side pressing plate 105 disposed in parallel with the side limiting plate 102 is provided on the opposite side, and the side pressing plate 105 can slide linearly left and right on the upper surface of the platform 10.
When the platform 10 is built by adopting the upper beam body 103 and the lower beam body 104, the upper beam body 103 comprises a plurality of upper beam bodies which are transversely arranged at intervals, and the distance between every two adjacent upper beam bodies 103 is not greater than the length of the wallboard, so that the wallboard can be carried on the upper beam body 103, the lower beam body 104 is positioned below the upper beam body 103 and is intersected with the upper beam body 103, and the upper beam body 103 is fixed in a welded mode, so that the fixation of the upper beam bodies 103 is realized. The side pressing plate 105 can slide on the upper beam body 103 through a sliding sleeve, and a left-right linear guide rail is formed by the upper beam body 103. During construction, constructors slide the side extrusion plates 105 to change the distance between the side extrusion plates 105 and the side limiting plates 102, so that the side extrusion plates 105 extrude the wall plates.
In order to realize automation of construction, further save manpower and reduce labor intensity, the outer side of the side extrusion plate 105 is provided with a first driving mechanism 106 for driving the side extrusion plate to slide left and right reciprocally on the platform 10 and lock. The first driving mechanism 106 may be implemented by an air cylinder or an oil cylinder, and drives the side pressing plate 105 by telescoping of a cylinder rod, and maintains a stable locked state of the side pressing plate 105 by a stable state of the cylinder rod.
However, since the stroke of the cylinder or the oil cylinder is limited and the size of the platform 10 is large, the first driving mechanism 106 is allowed to slide straight left and right on the upper surface of the platform 10 and has a locking piece locked with the platform 10. In the construction process, the stroke of the first driving mechanism 106 is adjusted by changing the position of the first driving mechanism 106 on the platform 10, so that the driving of the side extrusion plate 105 under a large span is satisfied, and after the position of the first driving mechanism 106 is determined, the first driving mechanism 106 is locked with the platform 10, and the side extrusion plate 105 is driven.
Similarly, when the platform 10 is constructed using the upper beam 103 and the lower beam 104, the first driving mechanism 106 may slide on the upper beam 103 through a sliding sleeve. As shown in fig. 7, the locking member includes a sliding plate 107 longitudinally disposed, two ends of the sliding plate 107 are fixed with sliding sleeves slidably engaged with the upper beam 103, and locking bolts are disposed on the sliding sleeves, so that the first driving mechanism and the platform 10 are fixed and released by rotating the locking bolts.
The position guarantees the uniformity of the force application of the side extrusion plate 105 to wallboards at different positions, a first driving mechanism 106 is arranged on the side extrusion plate 105 at certain intervals, and a plurality of first driving mechanisms 106 are controlled by a control system to realize synchronous action. Further, a reinforcing rib 109 is provided at the connection between the side pressing plate 105 and the first driving mechanism 106.
Example IV
The device is applied to wall construction technology and is used for assisting building block masonry construction to form a wall. As shown in fig. 1 to 4 and 6, the wall construction equipment includes a platform 10 for masonry and a moving elevating mechanism 20 driving the platform 10 in a vertical state.
The platform 10 is disposed in a non-vertical plane, a supporting body 108 for supporting and stabilizing the platform 10 is disposed at the bottom of the platform 10 and is in an inclined or horizontal state, a lower limiting plate 101 is disposed vertically upward at the lower end of the platform 10, and a side limiting plate 102 is disposed vertically upward at the left or right side of the platform 10. The setting of lower limiting plate 101 has restricted the building block landing downwards at the construction of and plays to rise platform 10 in-process, and the side limiting plate 102 is used for guaranteeing the straightness that hangs down of wall body side, when using this equipment to carry out wallboard concatenation construction, should make the downside of first layer building block support on lower limiting plate 101 when putting the building block, and one side of building block supports on side limiting plate 102.
The movable lifting mechanism 20 is arranged at the bottom of the platform 10 and is used for driving the platform 10 to lift and stand on the ground.
In order to enable the wall body and the platform 10 to be quickly and effectively separated during the separation, the device further comprises a bearing table 30 arranged on the ground, as shown in fig. 4, the bearing table 30 is provided with a plurality of lower limiting plates 101 which are arranged at intervals along the length direction of the platform 10, the lower limiting plates 101 are arranged on the same plane, a space between the two adjacent lower limiting plates 101 is reserved between the bearing table 30 and the two lower limiting plates 101 in the lifting process of the platform 10, so that the lower end face of the wall body is supported on the bearing table 30 after being vertical, the movable lifting mechanism 20 can also drive the platform 10 to horizontally move backwards after being erected, and then the movable lifting mechanism 20 is utilized to enable the platform 10 to be pulled out from the bearing table 30 after being moved backwards in the horizontal plane, so that the platform 10 is separated from the bearing table 30.
In order to avoid the bonding of the building blocks with the platform 10 by mortar and the like in the process of caulking, the platform 10 adopts a hollowed-out structure. Specifically, the platform 10 is formed by intersecting and fixing an upper beam 103 and a lower beam 104 to form a mesh plate structure. The upper beam body 103 and the lower beam body 104 can be made of building materials such as steel bars or angle steel.
Regarding the extrusion structure of the block in the panel caulking process, an upper extrusion plate 110 disposed in parallel with the lower limit plate 101 is provided at a side opposite to the lower limit plate 101, and the upper extrusion plate 110 can linearly slide up and down on the upper surface of the platform 10.
When the platform 10 is built by adopting the upper beam body 103 and the lower beam body 104, the upper beam body 103 comprises a plurality of upper beam bodies which are longitudinally arranged at intervals, and the distance between every two adjacent upper beam bodies 103 is not greater than the length of a building block, so that the building block can be carried on the upper beam body 103, and the lower beam body 104 is positioned below the upper beam body 103, is intersected with the upper beam body 103 and is fixed in a welded mode, so that the fixation of the upper beam bodies 103 is realized. The upper squeeze plate 110 can slide on the upper beam body 103 through a sliding sleeve, and an upper and lower linear guide rail is formed by the upper beam 103. During construction, constructors slide the upper extrusion plate 110 to change the distance between the upper extrusion plate 110 and the lower limiting plate 101, so that the upper extrusion plate 110 extrudes the building blocks.
In order to achieve automation of construction, further saving labor and reducing labor intensity, a second driving mechanism 111 for driving the upper pressing plate 110 to slide up and down reciprocally on the platform 10 and to be locked is provided at the outer side of the upper pressing plate. The second driving mechanism 111 may be implemented by an air cylinder or an oil cylinder, and drives the upper squeeze plate 110 by telescoping of a cylinder rod, and maintains a stable locking state of the upper squeeze plate 110 by a stable state of the cylinder rod.
However, since the stroke of the cylinder or the oil cylinder is limited and the size of the platform 10 is large, the second driving mechanism 111 is allowed to linearly slide up and down on the upper surface of the platform 10 and has a locking piece locked with the platform 10. In the construction process, the stroke of the second driving mechanism 111 is adjusted by changing the position of the second driving mechanism 111 on the platform 10, so that the driving of the upper squeeze plate 110 under a large span is satisfied, and after the position of the second driving mechanism 111 is determined, the second driving mechanism 111 is locked with the platform 10, and then the upper squeeze plate 110 is driven by using the second driving mechanism 111.
Similarly, when the platform 10 is constructed using the upper beam 103 and the lower beam 104, the second driving mechanism 111 may slide on the upper beam 103 through a sliding sleeve. As shown in fig. 7, the locking member includes a sliding plate 107 disposed transversely, two ends of the sliding plate 107 are fixed with sliding sleeves in sliding engagement with the upper beam 103, and locking bolts are disposed on the sliding sleeves, so that the second driving mechanism 111 and the platform 10 are fixed and released by rotating the locking bolts.
The position guarantees the uniformity of the upper extrusion plate 110 for applying force to the building blocks at different positions, a second driving mechanism 111 is arranged on the upper extrusion plate 110 at certain intervals, and a plurality of second driving mechanisms 111 are controlled by a control system to realize synchronous action. Further, a reinforcing rib 109 is provided at the junction between the upper pressing plate 110 and the second driving mechanism 111.
Example five
The device is applied to wall construction technology, can be used for assisting wallboard assembly or building block masonry construction to form a wall, and can be used for completing construction of two technologies. As shown in fig. 1 to 6, the wall construction equipment includes a platform 10 for assembly or masonry and a movable elevating mechanism 20 for driving the platform 10 in a vertical state.
The platform 10 is disposed in a non-vertical plane, a supporting body 108 for supporting and stabilizing the platform 10 is disposed at the bottom of the platform 10 and is in an inclined or horizontal state, a lower limiting plate 101 is disposed vertically upward at the lower end of the platform 10, and a side limiting plate 102 is disposed vertically upward at the left or right side of the platform 10. The lower limiting plate 101 limits the wallboard or the building block from sliding downwards in the process of splicing and erecting the boards, and the side limiting plate 102 is used for guaranteeing the verticality of the side edge of the wall and limiting in the process of lateral extrusion. When the device is used for wallboard splicing or building block masonry construction, the lower side of the wallboard or building block is propped against the lower limiting plate 101 when the wallboard or building block is placed, and one side of the wallboard or building block is propped against the side limiting plate 102.
The movable lifting mechanism 20 is arranged at the bottom of the platform 10 and is used for driving the platform 10 to lift and stand on the ground.
In order to enable the wall body and the platform 10 to be quickly and effectively separated during the separation, the device further comprises a carrying table 30 arranged on the ground, as shown in fig. 4, the carrying table 30 is provided with a plurality of carrying tables arranged at intervals along the length direction of the platform 10, the lower limiting plates 101 are arranged on the same plane, a space between two adjacent lower limiting plates 101 is reserved between the carrying tables 30 and the two lower limiting plates 101 in the lifting process of the platform 10, so that the lower end face of the wall body is supported on the carrying table 30 after being vertical, the movable lifting mechanism 20 can also drive the platform 10 to horizontally move backwards after being erected, and then the movable lifting mechanism 20 is utilized to enable the platform to be moved backwards in the horizontal plane to be pulled out of the carrying table 30, so that the platform 10 is separated from the carrying table 30.
In order to avoid the wallboard or the building block from being adhered to the platform 10 by mortar and the like in the caulking process, the platform 10 adopts a hollowed-out structure. Specifically, the platform 10 is formed by intersecting and fixing an upper beam 103 and a lower beam 104 to form a mesh plate structure. The upper beam body 103 and the lower beam body 104 can be made of building materials such as steel bars or angle steel.
Regarding the side opposite to the side limiting plate 102, there is a side pressing plate 105 disposed in parallel thereto during the panel caulking process, the side pressing plate 105 being capable of sliding linearly left and right on the upper surface of the platform 10; an upper pressing plate 110 disposed in parallel with the lower limiting plate 101 is disposed at a side opposite to the lower limiting plate 101, and the upper pressing plate 110 can linearly slide up and down on the upper surface of the platform 10.
When the platform 10 is built by adopting the upper beam body 103 and the lower beam body 104, the upper beam body 103 comprises a plurality of upper beam bodies which are transversely arranged at intervals, the distance between every two adjacent upper beam bodies 103 is not greater than the length of a wallboard, the wallboard can be carried on the upper beam body 103, the lower beam body 104 is positioned below the upper beam body 103 and comprises a plurality of lower beam bodies which are longitudinally arranged at intervals, the distance between every two adjacent lower beam bodies 104 is not greater than the length of a building block, the building block can be carried on the lower beam body 104, and the lower beam body 104 and the upper beam body 103 are perpendicularly crossed and fixed in a welded mode. The upper beam body 103 and the lower beam body 104 are provided with intersecting sliding grooves, the side extrusion plates 105 have convex portions to be in concave-convex fit with the upper beam body 103, the upper beam body 103 is used to form a left-right linear guide rail, the upper extrusion plates 110 have convex portions to be in concave-convex fit with the lower beam body 104, and the lower beam body 104 is used to form a vertical linear guide rail. During wallboard assembly construction, constructors change the distance between the side extrusion plate 105 and the side limiting plate 102 by sliding the side extrusion plate 105, so that the side extrusion plate 105 extrudes the wallboard. When the building block is built, constructors slide the upper extrusion plate 110 to change the distance between the upper extrusion plate 110 and the lower limit plate 101, so that the upper extrusion plate 110 extrudes the building block.
In order to realize automation of construction, further save manpower and reduce labor intensity, the outer side of the side extrusion plate 105 is provided with a first driving mechanism 106 for driving the side extrusion plate to slide left and right reciprocally on the platform 10 and lock. A second driving mechanism 111 for driving the upper pressing plate 110 to reciprocally slide up and down on the platform 10 and to be locked is provided at an outer side of the upper pressing plate 110. The first driving mechanism 106 and the second driving mechanism 111 may be realized by using an air cylinder or an oil cylinder, and the driving of the opposite side extrusion plate 105 and the upper extrusion plate 110 is realized by the expansion and contraction of the cylinder rod.
However, since the stroke of the cylinder or the oil cylinder is limited and the size of the platform 10 is large, the first driving mechanism 106 is allowed to slide linearly left and right on the upper surface of the platform 10 and has a locking piece locked with the platform 10, and the second driving mechanism 111 is allowed to slide linearly up and down on the upper surface of the platform 10 and has a locking piece locked with the platform 10. In the construction process, the stroke of the first driving mechanism 106 and the second driving mechanism 111 is adjusted by changing the positions of the first driving mechanism 106 and the second driving mechanism 111 on the platform 10, so that the driving of the side extrusion plate 105 and the upper extrusion plate 110 under a large span is satisfied, and after the positions of the first driving mechanism 106 or the second driving mechanism 111 are determined, the driving mechanism is locked with the platform 10, and the side extrusion plate 105 or the upper extrusion plate 110 is driven by the driving mechanism.
Similarly, when the platform 10 is built by the upper beam 103 and the lower beam 104, the first driving mechanism 106 can slide through concave-convex matching of the convex portion and the sliding groove on the upper beam 103, and the second driving mechanism 111 can slide through concave-convex matching of the convex portion and the sliding groove on the lower upper beam 104. The locking piece comprises a sliding plate 107, convex parts which are matched with the sliding grooves of the upper beam body 103 or the lower beam body 104 in a concave-convex mode are fixed at two ends of the sliding plate 107, locking holes are formed in the sliding grooves, locking bolts are arranged in the corresponding locking holes in a penetrating mode, and the first driving mechanism 106 and the second driving mechanism 111 are fixed and loosened with the platform 10 through rotating the locking bolts.
In order to ensure the uniformity of the force applied in the construction process, a first driving mechanism 106 is arranged on the side extrusion plate 105 at certain intervals, and the first driving mechanisms 106 are controlled by a control system to realize synchronous action. Further, a reinforcing rib 109 is provided at the connection between the side pressing plate 105 and the first driving mechanism 106. Similarly, a second driving mechanism 111 is disposed on the upper pressing plate 110 at a certain distance, and the second driving mechanisms 111 are controlled by another control system to realize synchronous motion. Further, a reinforcing rib 109 is provided at the junction between the upper pressing plate 110 and the second driving mechanism 111.
With respect to the third, fourth and fifth embodiments, the inclined or horizontal platform 10 is able to provide a datum plane and support for wall construction as compared to a vertical plane. The supporting body 108 can be integrated with the platform 10, the four corners of the bottom surface of the platform 10 are provided with supporting legs, or the supporting body 108 and the platform 10 are of a detachable structure, or the supporting body 108 and the platform 10 are fixed, but the supporting body 108 is of a telescopic structure, so long as the supporting body 108 is satisfied to stably support the platform when the platform 10 is in an initial state, and the lifting of the platform 10 is not influenced by the supporting body 108 in the lifting process of the platform.
The platform 10 is preferably arranged horizontally, the unit body is arranged obliquely, the lower end of the unit body is supported on the ground, and the stability of the platform 10 in an initial state and a lifting state is improved. In addition, the heights of the lower limiting plate 101 and the side limiting plate 102 are not lower than the thickness of the unit body 001, so that the unit body 001 can be better limited.
In the third, fourth and fifth embodiments, the movable lifting mechanism 20 may drive the platform 10 vertically, and the lower end of the platform is supported on the ground after the platform is vertical, and the movable lifting mechanism 20 is used to drive the platform 10 to move backward and withdraw from the receiving platform 30, so that the wall body is detached from the platform 10.
Specifically, the movable lifting mechanism 20 may adopt an air cylinder or an oil cylinder, and the movable lifting mechanism 20 comprises a lifting cylinder body for driving the platform 10 to lift vertically and a movable cylinder body for driving the platform 10 to horizontally move backwards. The cylinder rod of the lifting cylinder body is hinged with the lower end face of the platform 10, and the platform 10 is erected through the extension of the cylinder rod. The movable cylinder body is horizontally fixed on the ground and positioned behind the lifting cylinder body, the cylinder rod of the movable cylinder body is fixed with the lower end of the lifting cylinder body, and the platform 10 is moved backwards through the shrinkage of the cylinder rod. Or the movable lifting mechanism 20 is matched with a traction machine by adopting a lifting cylinder body, so that the platform 10 can be horizontally moved after being overturned and lifted and erected.
In the lifting process of the platform, the lower limiting plates 101 turn over and enter the grooves between the bearing tables 30, and the height of the bearing tables 30 is higher than that of the lower limiting plates 101 after the platform 10 is erected to the position, so that the lower end face of the wall body can be supported on the upper surface of the bearing tables 30 in the lifting process of the platform 10, when the platform is positioned in the vertical plane, the wall body is positioned on the bearing tables 30, the platform 10 is not affected by the gravity of the wall body, and then the platform moves backwards, so that the two are rapidly separated, auxiliary equipment or large manpower requirements are not needed, the construction efficiency is further improved, the lifting mechanism 20 is lowered after the platform 10 moves to a safe position, the platform is separated from the lifting mechanism, the support is used for supporting the platform 10, and the next construction operation is performed.
The foregoing is only a preferred embodiment of the present invention, and any and all simple modifications, variations and equivalents of the present invention will fall within the scope of the present invention.
Claims (7)
1. Wall construction equipment, its characterized in that includes:
the platform (10) is arranged in a non-vertical plane, the platform (10) is formed by intersecting and fixing an upper beam body (103) and a lower beam body (104) to form a screen plate structure, a supporting body (108) which is used for supporting and stabilizing the platform and is in an inclined or horizontal state is arranged at the bottom of the platform, a lower limit plate (101) is vertically upwards arranged at the lower end of the platform (10) and is vertically upwards arranged at the lower end of the platform (10), and a side limit plate (102) is vertically upwards arranged at the left side or the right side of the platform (10);
the movable lifting mechanism (20) is arranged at the bottom of the platform (10), can drive the platform (10) to rise and stand on the ground, and can also drive the platform (10) to horizontally move backwards after standing; and
The bearing table (30) is arranged on the ground, and the bearing table (30) is provided with a plurality of grooves which are arranged at intervals along the length direction of the platform (10);
the lower limiting plates (101) comprise a plurality of lower limiting plates (101) which are positioned in the same plane, and a space which enables the bearing table (30) to be inserted between the two lower limiting plates (101) in the lifting process of the platform (10) is reserved between the two adjacent lower limiting plates (101), so that the lower end face of the wall body is supported on the bearing table (30) after the wall body is vertical.
2. The wall construction equipment according to claim 1, wherein: a side extrusion plate (105) which is arranged in parallel with the side limiting plate (102) is arranged on one side opposite to the side limiting plate, and the side extrusion plate (105) can linearly slide left and right on the upper surface of the platform (10);
and/or the number of the groups of groups,
an upper extrusion plate (110) which is arranged in parallel with the lower limit plate (101) is arranged on one side opposite to the lower limit plate, and the upper extrusion plate (110) can linearly slide up and down on the upper surface of the platform (10).
3. The wall construction equipment according to claim 2, wherein: the outer side of the side extrusion plate (105) is provided with a first driving mechanism (106) for driving the side extrusion plate to slide left and right in a reciprocating manner on the platform (10) and locking the side extrusion plate;
and/or the number of the groups of groups,
the outer side of the upper extrusion plate (110) is provided with a second driving mechanism (111) for driving the upper extrusion plate to slide up and down on the platform (10) in a reciprocating manner and lock the upper extrusion plate.
4. A wall construction apparatus according to claim 3, wherein: the first driving mechanism (106) can slide on the upper surface of the platform (10) in a left-right straight line and is provided with a locking piece locked with the platform (10);
and/or
The second driving mechanism (111) can slide on the upper surface of the platform (10) in an up-and-down straight line and is provided with a locking piece locked with the platform (10).
5. The wall construction process is characterized by applying the wall construction equipment according to any one of claims 1-4 to perform construction, and comprises the following steps:
a. the platform is obtained, placed at a proper position and supported by a supporting body, so that the platform is positioned in a non-vertical plane;
b. forming a wall body, placing unit bodies forming the wall body on a platform, and caulking by using an adhesive to ensure that a plurality of unit bodies are assembled into a whole to meet the size of the wall body to be obtained;
c. the lifting platform is positioned in a vertical plane after the adhesive is solidified, and a bearing table is arranged on the ground, so that the bottom of the platform and the bearing table are in concave-convex socket joint in the lifting process of the platform, the bottom of the wall body is supported on the bearing table, and the lower end of the platform is supported on the ground;
d. and (3) separating the vertical wall body in place from the platform, and moving the platform backwards in the horizontal plane to complete the separation operation.
6. The wall construction process according to claim 5, wherein: in the step b, when the unit bodies are arranged as wallboards, arranging the wallboards in rows, caulking after arranging one row of wallboards, and laterally extruding the row of wallboards along the upper surface of the platform to firmly bond two adjacent rows of wallboards; when the unit body of putting is the building block, put according to the layer from the platform below upwards, carry out the joint filling after putting one deck building block each time, then follow the upper surface of platform and extrude this layer building block from last, make adjacent two-layer building block bond firmly.
7. The wall construction process according to claim 5, wherein: in the step a, a hollowed-out platform is obtained, the lower part of the platform is suspended by utilizing a supporting body, and an operation space for workers to construct the lower part of a wall body is reserved; in the step b, after the joint filling, the upper surface and the lower surface of the wall body are adhered and fixed with the grid cloth at the joint filling position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910064625.7A CN109577666B (en) | 2019-01-23 | 2019-01-23 | Wall construction process and equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910064625.7A CN109577666B (en) | 2019-01-23 | 2019-01-23 | Wall construction process and equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109577666A CN109577666A (en) | 2019-04-05 |
| CN109577666B true CN109577666B (en) | 2024-02-27 |
Family
ID=65917943
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910064625.7A Active CN109577666B (en) | 2019-01-23 | 2019-01-23 | Wall construction process and equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109577666B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103489370A (en) * | 2012-06-12 | 2014-01-01 | 成都众山科技有限公司 | Support device for spliced curtain wall |
| CN106193629A (en) * | 2016-08-31 | 2016-12-07 | 无锡市盛源机械制造有限公司 | A kind of wallboard erecting device |
| CN107663951A (en) * | 2017-11-24 | 2018-02-06 | 浙江新邦远大绿色建筑产业有限公司 | The support system and construction technology of superimposed sheet and wallboard formed by integrally casting |
| CN207934241U (en) * | 2018-03-02 | 2018-10-02 | 深圳市假日东方室内设计有限公司 | A kind of dismantled and assembled wallboard |
| CN207974549U (en) * | 2018-03-13 | 2018-10-16 | 四川省星光钢结构有限公司 | Assembled light wallboard position-limit mechanism |
| CN108915273A (en) * | 2018-06-29 | 2018-11-30 | 重庆智酷智造集成房屋有限公司 | A kind of plain type structural sheeting fitting machine |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8966860B2 (en) * | 2012-04-11 | 2015-03-03 | Fred E. Hovenier | Wall lifting, transport and positioning device with roller pins |
-
2019
- 2019-01-23 CN CN201910064625.7A patent/CN109577666B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103489370A (en) * | 2012-06-12 | 2014-01-01 | 成都众山科技有限公司 | Support device for spliced curtain wall |
| CN106193629A (en) * | 2016-08-31 | 2016-12-07 | 无锡市盛源机械制造有限公司 | A kind of wallboard erecting device |
| CN107663951A (en) * | 2017-11-24 | 2018-02-06 | 浙江新邦远大绿色建筑产业有限公司 | The support system and construction technology of superimposed sheet and wallboard formed by integrally casting |
| CN207934241U (en) * | 2018-03-02 | 2018-10-02 | 深圳市假日东方室内设计有限公司 | A kind of dismantled and assembled wallboard |
| CN207974549U (en) * | 2018-03-13 | 2018-10-16 | 四川省星光钢结构有限公司 | Assembled light wallboard position-limit mechanism |
| CN108915273A (en) * | 2018-06-29 | 2018-11-30 | 重庆智酷智造集成房屋有限公司 | A kind of plain type structural sheeting fitting machine |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109577666A (en) | 2019-04-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108505644B (en) | CL composite concrete shear wall construction method | |
| US3275719A (en) | Method of building in situ construction using sequential molding techniques | |
| CN1912314A (en) | Automatic hydraulic climbing shuttering | |
| CN209509540U (en) | Wall construction equipment | |
| CN109577666B (en) | Wall construction process and equipment | |
| CN106836146B (en) | Hydraulic self-lifting cantilever heavy arch dam template working platform | |
| CN115748524A (en) | Cast-in-place concrete drainage box culvert and construction method thereof | |
| CN213572930U (en) | Self-locking hinged elevator shaft construction platform device | |
| CN214090818U (en) | Home decoration leveling device | |
| CN207244455U (en) | Assembled variable cross-section contracture sliding mode system | |
| CN209413302U (en) | Movable side wall form support system with operation platform | |
| CN113216620A (en) | Aluminum mould and wood pattern splicing and reinforcing device | |
| CN112060295B (en) | Prefabricated plate stair processing usefulness mould with height-adjustable | |
| CN111636553B (en) | Assembled balcony structure and construction process | |
| CN109707152B (en) | Aluminum alloy formwork system and construction method thereof | |
| KR101959068B1 (en) | Jig structure for construction of building outer wall | |
| CN2197410Y (en) | Scaffolding installation | |
| CN111622264A (en) | Underground pipe gallery automatic control creeping formwork system and operation method thereof | |
| CN219343474U (en) | Assembled building capable of being built quickly and stably | |
| CN115233896B (en) | Movable spliced precast slab | |
| CN221523876U (en) | Concrete wallboard | |
| CN217325916U (en) | High-strength wall structure for constructional engineering | |
| CN217759993U (en) | Automatic creeping formwork system | |
| CN214942497U (en) | Concrete placement operation rack is built in room | |
| CN217175585U (en) | Quick mosaic structure of building scaffold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240906 Address after: 056000 north of Beijie village, Hesha Town, Hanshan District, Handan City, Hebei Province Patentee after: HEBEI CHAOLIANG INDUSTRY AND TRADE CO.,LTD. Country or region after: China Address before: 056000 north of Beijie village, Hesha Town, Hanshan District, Handan City, Hebei Province Patentee before: Zhou Miqi Country or region before: China |