Device for simultaneously pouring concrete inside and outside thermal insulation integrated wall and construction method thereof

Abstract

The embodiment of the invention provides a device for simultaneously pouring concrete inside and outside a thermal insulation integrated wall and a construction method of the device. The device comprises a first framework, a second framework, a plurality of adjusting anchor rods, a plurality of adjusting nuts and a flow dividing adjusting assembly. The first framework is connected to the second framework through the adjusting anchor rods. The adjusting anchor rods are arranged in the flow dividing adjusting assembly in a penetrating mode. The plurality of adjusting nuts are arranged on the plurality of adjusting anchor rods in a sleeving manner; the first framework and the second framework are oppositely arranged to form a concrete pouring channel, and the flow dividing and adjusting assembly is arranged between the first framework and the second framework to divide the concrete pouring channel into two concrete transfer bins. In the embodiment of the invention, the adjusting nut is adjusted to adjust the adjusting anchor rod, so that the adjustable anchor rod can adapt to heat-insulating integrated walls and heat-insulating layers with different thicknesses, and the adjustable anchor rod has relatively high adaptability and is simple to construct.

Description

Technical Field

[0001] The invention relates to the technical field of building construction, and in particular to a device for simultaneously pouring internal and external concrete of a thermal insulation integrated wall and a construction method thereof. Background Art

[0002] The application of concrete pouring equipment can significantly improve the thermal insulation performance and durability of the wall, reduce energy consumption, and comply with the concept of green building and sustainable development. Therefore, the application of concrete pouring equipment is becoming more and more extensive.

[0003] Existing concrete pouring equipment used in thermal insulation integrated walls usually adopts a fixed shell for the convenience of construction. However, the architectural structure and wall design of different thermal insulation integrated walls have different requirements for concrete pouring equipment, and the design of the fixed shell is difficult to adapt to the wall thickness and width of the insulation layer in different thermal insulation integrated walls. Summary of the invention

[0004] The embodiment of the present invention provides a device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall and a construction method thereof, aiming to solve the problem that the concrete pouring device in the prior art has poor adaptability and is difficult to adapt to different thermal insulation integrated wall thicknesses and thermal insulation layer widths inside the thermal insulation integrated wall.

[0005] In the first aspect, an embodiment of the present invention provides a device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall, comprising a first frame, a second frame, a plurality of adjustment anchor rods, a plurality of adjustment nuts and a diversion adjustment assembly; the first frame is connected to the second frame through the plurality of adjustment anchor rods; the plurality of adjustment anchor rods are passed through the diversion adjustment assembly; the plurality of adjustment nuts are sleeved on the plurality of adjustment anchor rods; the first frame and the second frame are arranged opposite to each other to form a concrete pouring channel, and the diversion adjustment assembly is arranged between the first frame and the second frame to divide the concrete pouring channel into two concrete transfer bins.

[0006] In some embodiments, the first skeleton includes a first skeleton body, a plurality of first steel plates and a first keel; the plurality of first steel plates are fixedly connected by the first keel to form the first skeleton body.

[0007] In some embodiments, the second skeleton includes a second skeleton body, a plurality of second steel plates and a second keel; the plurality of second steel plates are fixedly connected by the second keel to form the second skeleton body; the second skeleton body is parallel to the first skeleton body, and the bottom of the second skeleton body is in the same horizontal plane as the bottom of the first skeleton body.

[0008] In some embodiments, the plurality of adjustment anchor rods include a first adjustment anchor rod, a second adjustment anchor rod, a third adjustment anchor rod, and a fourth adjustment anchor rod; the first adjustment anchor rod, the second adjustment anchor rod, the third adjustment anchor rod, and the fourth adjustment anchor rod are parallel to each other and parallel to the horizontal plane;

[0009] The first adjustment anchor rod is adjacent to the top of the first skeleton body and the second skeleton body; the fourth adjustment anchor rod is adjacent to the bottom of the first skeleton body and the second skeleton body; the second adjustment anchor rod and the third adjustment anchor rod are located between the first adjustment anchor rod and the fourth adjustment anchor rod, and the second adjustment anchor rod is close to the first adjustment anchor rod, and the third adjustment anchor rod is close to the fourth adjustment anchor rod.

[0010] In some embodiments, the shunt adjustment assembly includes a fixing bolt, a fixing nut, a gasket and a shunt regulator; the fixing bolt is passed through the top of the shunt regulator; the fixing nut is sleeved on the fixing bolt; the gasket is arranged between the outer surface of the top of the shunt regulator and the fixing nut.

[0011] In some embodiments, the shunt regulator includes a shunt regulator body; the second adjustment anchor rod is inserted through a first adjustment portion on the shunt regulator body, and the third adjustment anchor rod and the fourth adjustment anchor rod are both inserted through the second adjustment portion on the shunt regulator body;

[0012] The first adjustment part is a vertical part close to the top of the shunt regulator body, and the second adjustment part is a vertical part close to the bottom of the shunt regulator body; the plurality of adjustment nuts are respectively sleeved on the second adjustment anchor rod penetrating the first adjustment part, and on the third adjustment anchor rod and the fourth adjustment anchor rod penetrating the second adjustment part.

[0013] In some embodiments, a plurality of inner limit plates are provided on the second end surface of the first skeleton body at the connection with the plurality of adjustment anchor rods; a plurality of outer limit plates are provided on the first end surface of the first skeleton body at the connection with the plurality of adjustment anchor rods; the first end surface of the first skeleton body is opposite to the second end surface of the first skeleton body.

[0014] In some embodiments, a plurality of inner limit plates are arranged on the first end face of the second skeleton body at the connection with the plurality of adjustment anchor rods; a plurality of outer limit plates are arranged on the second end face of the second skeleton body at the connection with the plurality of adjustment anchor rods; the first end face of the second skeleton body is opposite to the second end face of the second skeleton body; the first end face of the second skeleton body is opposite to the second end face of the first skeleton body.

[0015] In some embodiments, it also includes a number of sliding track wheels, a vehicle film and a number of protective baffles; the number of sliding track wheels are arranged at the bottom of the first frame and the second frame; the vehicle film is arranged on the side wall of the shunt regulator; the number of protective baffles are arranged at the bottom of the shunt regulator.

[0016] In a second aspect, an embodiment of the present invention further provides a construction method for simultaneously pouring concrete inside and outside the thermal insulation integrated wall, which is applied to the device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall in any of the aforementioned embodiments, and the method comprises:

[0017] After the structural reinforcement construction of the thermal insulation integrated wall is completed and the formwork is closed, a device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall is assembled;

[0018] The plurality of adjusting anchor rods are adjusted according to the distance between the inner surface and the outer surface of different thermal insulation integrated walls, and the distance between the two side surfaces of the graphite polystyrene board in different thermal insulation integrated walls;

[0019] The concrete pouring pump pipe faces the concrete transfer bin;

[0020] A device for simultaneously pouring concrete inside and outside the mobile thermal insulation integrated wall is used for simultaneously pouring concrete.

[0021] An embodiment of the present invention provides a device for simultaneously pouring concrete inside and outside an integrated thermal insulation wall, which includes a first frame, a second frame, a plurality of adjustment anchor rods, a plurality of adjustment nuts, and a shunt adjustment component; the first frame is connected to the second frame through the plurality of adjustment anchor rods; the plurality of adjustment anchor rods are passed through the shunt adjustment component; the plurality of adjustment nuts are sleeved on the plurality of adjustment anchor rods; the first frame and the second frame are arranged opposite to each other to form a concrete pouring channel, and the shunt adjustment component is arranged between the first frame and the second frame to divide the concrete pouring channel into two concrete transfer chambers. In the embodiment of the present invention, by adjusting the adjustment nut to adjust the adjustment anchor rod, it can adapt to integrated thermal insulation walls and insulation layers of different thicknesses, and has high adaptability and simple construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other accompanying drawings can be obtained based on these accompanying drawings without paying any creative work.

[0023] Figure 1 A schematic diagram of the main structure of a device for simultaneously pouring concrete inside and outside a thermal insulation integrated wall provided by an embodiment of the present invention;

[0024] Figure 2 A schematic diagram of the structure of a first skeleton provided in an embodiment of the present invention;

[0025] Figure 3 A schematic diagram of the structure of a second skeleton provided in an embodiment of the present invention;

[0026] Figure 4 A schematic diagram of the top view of the structure of the device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall provided by an embodiment of the present invention;

[0027] Figure 5 A schematic flow chart of a construction method for simultaneously pouring concrete inside and outside the thermal insulation integrated wall provided by an embodiment of the present invention;

[0028] Figure 6 A schematic diagram of a sub-flow diagram of a construction method for simultaneously pouring concrete inside and outside the thermal insulation integrated wall provided in an embodiment of the present invention. DETAILED DESCRIPTION

[0029] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0030] It should be understood that when used in this specification and the appended claims, the terms "include" and "comprises" indicate the presence of described features, integers, steps, operations, elements and / or components, but do not exclude the presence or addition of one or more other features, integers, steps, operations, elements, components and / or combinations thereof.

[0031] It should also be understood that the terms used in this specification of the present invention are only for the purpose of describing specific embodiments and are not intended to limit the present invention. As used in the specification of the present invention and the appended claims, unless the context clearly indicates otherwise, the singular forms "a", "an" and "the" are intended to include plural forms.

[0032] It should be further understood that the term "and / or" used in the present description and the appended claims refers to any and all possible combinations of one or more of the associated listed items, and includes these combinations.

[0033] Figure 1 A schematic diagram of the main structure of a device for simultaneously pouring concrete inside and outside a thermal insulation integrated wall provided by an embodiment of the present invention; Figure 2 A schematic diagram of the structure of a first skeleton provided in an embodiment of the present invention; Figure 3A schematic diagram of the structure of a second skeleton provided in an embodiment of the present invention; Figure 4 A schematic diagram of the top view of the structure of the device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall provided by an embodiment of the present invention; Figure 5 A schematic flow chart of a construction method for simultaneously pouring concrete inside and outside the thermal insulation integrated wall provided by an embodiment of the present invention; Figure 6 A schematic diagram of a sub-flow diagram of a construction method for simultaneously pouring concrete inside and outside the thermal insulation integrated wall provided in an embodiment of the present invention.

[0034] See again Figure 1 as well as Figure 4 The device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall provided in an embodiment of the present invention comprises a first frame 100, a second frame 200, a plurality of adjusting anchor rods 300, a plurality of adjusting nuts 400 and a shunt adjustment assembly 500; the first frame 100 is connected to the second frame 200 through the plurality of adjusting anchor rods 300; the plurality of adjusting anchor rods 300 are passed through the shunt adjustment assembly 500; the plurality of adjusting nuts 400 are sleeved on the plurality of adjusting anchor rods 300; the first frame 100 and the second frame 200 are arranged opposite to each other to form a concrete pouring channel, and the shunt adjustment assembly 500 is arranged between the first frame 100 and the second frame 200 to divide the concrete pouring channel into two concrete transfer bins.

[0035] In this embodiment, the thermal insulation integrated wall is composed of three structural layers: a self-compacting concrete protective layer, a graphite polystyrene board thermal insulation layer, and a self-compacting concrete structural layer. The difference from the traditional concrete pouring device is that the simultaneous pouring device for concrete inside and outside the thermal insulation integrated wall in the embodiment of the present application, since a plurality of adjusting anchor rods 300 are passed through the relatively arranged first frame 100 and the second frame 200, and a plurality of adjusting nuts 400 are sleeved on the plurality of adjusting anchor rods 300, the plurality of adjusting nuts 400 can be adjusted to adjust the width of the plurality of adjusting anchor rods 300 passed through the first frame 100 and the second frame 200, so as to adapt to the width of different thermal insulation integrated walls; at the same time, a plurality of adjusting anchor rods 300 are also passed through the shunt regulator 540 in the shunt regulating assembly 500, and by adjusting the plurality of adjusting nuts 400, the width between the two sides of the shunt regulator 540 passed through the plurality of adjusting anchor rods 300 in the shunt regulating assembly 500 can be adjusted, so as to adapt to the thickness of different insulation layers in different thermal insulation integrated walls.

[0036] Since the diversion regulating component 500 is arranged between the first frame 100 and the second frame 200, the concrete pouring channel formed between the relatively arranged first frame 100 and the second frame 200 can be divided into two left and right concrete transfer bins by the diversion regulating component 500. Specifically, during the concrete pouring construction process, the concrete pouring pump pipe is directly opposite to the top of the diversion regulator 540, so that the concrete flows from the left and right concrete transfer bins to the self-compacting concrete protective layer and the self-compacting concrete structural layer of the thermal insulation integrated wall respectively.

[0037] In one embodiment, if Figure 2 As shown, the first skeleton 100 includes a first skeleton body 110 , a plurality of first steel plates 120 and a first keel 130 ; the plurality of first steel plates 120 are fixedly connected by the first keel 130 to form the first skeleton body 110 .

[0038] Furthermore, if Figure 3 As shown, the second skeleton 200 includes a second skeleton body 210, a plurality of second steel plates 220 and a second keel 230; the plurality of second steel plates 220 are fixedly connected by the second keel 230 to form the second skeleton body 210; the second skeleton body 210 is parallel to the first skeleton body 110, and the bottom of the second skeleton body 210 is in the same horizontal plane as the bottom of the first skeleton body 110.

[0039] In this embodiment, the first skeleton body 110 and the second skeleton body 210 are parallel to each other and the bottoms of the two are in the same horizontal plane, and the top of the first skeleton body 110 and the top of the second skeleton body 210 are also in the same horizontal plane. Specifically, the first skeleton body 110 includes at least two quadrilateral first steel plates 120 and at least one square first keel 130, wherein one quadrilateral first steel plate 120 is welded and fixed on one side of the first keel 130, and the other quadrilateral first steel plate 120 is welded and fixed on the other side of the first keel 130 opposite to the quadrilateral first steel plate 120. The second skeleton body 210 includes at least two quadrilateral second steel plates 220 with the same circumference as the first steel plate 120 and at least one square second keel 230, wherein one quadrilateral second steel plate 220 is welded and fixed on one side of the second keel 230, and the other quadrilateral second steel plate 220 is welded and fixed on the other side of the second keel 230 opposite to the quadrilateral second steel plate 220.

[0040] The keel usually has high strength and rigidity, can withstand large pressure and tension, and the steel plate has good toughness and bending resistance. The first steel plate 120 is fixed together by the first keel 130 to form the first skeleton body 110, and the second steel plate 220 is fixed together by the second keel 230 to form the second skeleton body 210, so that the first skeleton body 110 and the second skeleton body 210 both have the high strength of the keel and the good toughness of the steel plate. For example, when pouring concrete, when the concrete flows in the pouring channel and generates lateral pressure, the first keel 130 and the second keel 230 can resist the pressure and prevent the first skeleton body 110 and the second skeleton body 210 from sinking inward, while the first steel plate 120 and the second steel plate 220 can buffer the pressure to a certain extent, avoiding the first skeleton body 110 and the second skeleton body 210 from being damaged due to excessive local force.

[0041] In one embodiment, if Figure 1 As shown, the several adjustment anchor rods 300 include a first adjustment anchor rod 310, a second adjustment anchor rod 320, a third adjustment anchor rod 330 and a fourth adjustment anchor rod 340; the first adjustment anchor rod 310, the second adjustment anchor rod 320, the third adjustment anchor rod 330 and the fourth adjustment anchor rod 340 are parallel to each other and parallel to the horizontal plane; the first adjustment anchor rod 310 is adjacent to the top of the first skeleton body 110 and the second skeleton body 210; the fourth adjustment anchor rod 340 is adjacent to the bottom of the first skeleton body 110 and the second skeleton body 210; the second adjustment anchor rod 320 and the third adjustment anchor rod 330 are located between the first adjustment anchor rod 310 and the fourth adjustment anchor rod 340, and the second adjustment anchor rod 320 is close to the first adjustment anchor rod 310, and the third adjustment anchor rod 330 is close to the fourth adjustment anchor rod 340.

[0042] In this embodiment, a plurality of adjustment anchor rods 300 are disposed between the first skeleton body 110 and the second skeleton body 210, a plurality of first anchor rod holes (not shown in the figure) are disposed on the first skeleton body 110, and a plurality of second anchor rod holes (not shown in the figure) symmetrical to the first anchor rod holes are disposed on the second skeleton body 210. The number of the plurality of first anchor rod holes is the same as the number of the plurality of second anchor rod holes, and the number of the plurality of adjustment anchor rods 300 is the same as the number of the plurality of first anchor rod holes.

[0043] Specifically, a first adjustment anchor rod 310, a second adjustment anchor rod 320, a third adjustment anchor rod 330 and a fourth adjustment anchor rod 340 are arranged between the first skeleton body 110 and the second skeleton body 210, wherein the number of the first adjustment anchor rod 310, the second adjustment anchor rod 320, the third adjustment anchor rod 330 and the fourth adjustment anchor rod 340 are all several. This application does not make specific limitations on the number of the first adjustment anchor rod 310, the second adjustment anchor rod 320, the third adjustment anchor rod 330 and the fourth adjustment anchor rod 340, and can be set according to actual needs.

[0044] The first frame body 110 is provided with a plurality of first anchor holes from top to bottom, which are equal to the number of the plurality of adjustment anchors 300, and the second frame body 210 is provided with a plurality of second anchor holes, wherein the plurality of first anchor holes are directly opposite to the plurality of second anchor holes. One end of the first adjustment anchor 310, the second adjustment anchor 320, the third adjustment anchor 330 and the fourth adjustment anchor 340 is matched with the first anchor hole on the first frame body 110, and the other end is matched with the second anchor hole on the second frame body 210.

[0045] The first adjustment anchor rod 310 is close to the top of the first skeleton body 110 and the second skeleton body 210, the second adjustment anchor rod 320 is close to the first adjustment anchor rod 310, the fourth adjustment anchor rod 340 is close to the bottom of the first skeleton body 110 and the second skeleton body 210, and the third adjustment anchor rod 330 is close to the fourth adjustment anchor rod 340. In addition, the first adjustment anchor rod 310, the second adjustment anchor rod 320, the third adjustment anchor rod 330 and the fourth adjustment anchor rod 340 are in the same plane in the vertical direction.

[0046] On the one hand, different requirements for thermal insulation integrated wall building designs are different. Through the setting of four adjustment anchor rods 300, the distance between the first frame body 110 and the second frame body 210 can be flexibly adjusted to meet the requirements of various thermal insulation integrated wall thicknesses, thereby improving the versatility and adaptability of the simultaneous concrete pouring device inside and outside the thermal insulation integrated wall, and reducing the cost of redesigning or replacing the simultaneous concrete pouring device due to changes in wall thickness; on the other hand, the layout of the four adjustment anchor rods 300 makes the device more adaptable when facing complex construction conditions (such as different site flatness, different wind load environments, etc.).

[0047] In addition, there are a plurality of adjusting nuts 400, and the plurality of adjusting nuts 400 are sleeved on the plurality of adjusting anchor rods 300. Specifically, the first adjusting anchor rod 310, the second adjusting anchor rod 320, the third adjusting anchor rod 330 and the fourth adjusting anchor rod 340 are connected to the side of the first skeleton body 110; wherein the plurality of adjusting nuts 400 are sleeved on the first adjusting anchor rod 310, the second adjusting anchor rod 320, the third adjusting anchor rod 330 and the fourth adjusting anchor rod 340, respectively, and face the side of the first end face of the first skeleton body 110. The first adjusting anchor rod 310, the second adjusting anchor rod 320, the third adjusting anchor rod 330 and the fourth adjusting anchor rod 340 are connected to the side of the second skeleton body 210; wherein the plurality of adjusting nuts 400 are sleeved on the first adjusting anchor rod 310, the second adjusting anchor rod 320, the third adjusting anchor rod 330 and the fourth adjusting anchor rod 340, respectively, and are closely attached to the second end face of the second skeleton body 210.

[0048] Adjustment nuts 400 are provided on both sides of the connection between the plurality of adjustment anchor rods 300 and the first frame body 110 and the second frame body 210. By tightening the adjustment nuts 400, sufficient pre-tightening force can be generated, forming a double-sided fixed structure, which can effectively prevent the adjustment anchor rods from being displaced during use, and effectively resist the external force, and prevent the first frame body 110 and the second frame body 210 from being deformed or displaced. In addition, by adjusting the positions of the plurality of adjustment nuts 400 on the plurality of adjustment anchor rods 300, the relative spacing between the first frame body 110 and the second frame body 210 can be adjusted to adapt to the thickness of the thermal insulation integrated wall with different size requirements, thereby improving the versatility and flexibility of the device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall.

[0049] In one embodiment, if Figure 1 As shown, the shunt regulating assembly 500 includes a fixing bolt 510, a fixing nut 520, a gasket 530 and a shunt regulator 540; the fixing bolt 510 is passed through the top of the shunt regulator 540; the fixing nut 520 is sleeved on the fixing bolt 510; the gasket 530 is arranged between the outer surface of the top of the shunt regulator 540 and the fixing nut 520.

[0050] In this embodiment, the shunt regulator 540 is composed of two sub-shunt regulators, the tops of the two sub-shunt regulators overlap each other, and the tops of the two sub-shunt regulators are both provided with bolt holes (not shown in the figure). When the tops of the two sub-shunt regulators overlap each other, the two bolt holes are opposite to each other to form a bolt through hole. After the tops of the two sub-shunt regulators overlap each other, the fixing bolt 510 passes through the bolt through hole, and the fixing nut 520 is sleeved on both ends of the fixing bolt 510. A gasket 530 is provided between the surface of the top of the shunt regulator 540 and the fixing bolt 510 to enhance the stability of the connection between the fixing nut 520 and the fixing bolt 510.

[0051] In one embodiment, the shunt regulator 540 includes a shunt regulator body; the second adjustment anchor rod 320 is provided through a first adjustment portion on the shunt regulator body, and the third adjustment anchor rod 330 and the fourth adjustment anchor rod 340 are both provided through a second adjustment portion on the shunt regulator body;

[0052] The first adjustment part is a vertical part close to the top of the shunt regulator body, and the second adjustment part is a vertical part close to the bottom of the shunt regulator body; the plurality of adjustment nuts 400 are respectively sleeved on the second adjustment anchor rod 320 passing through the first adjustment part, and the third adjustment anchor rod 330 and the fourth adjustment anchor rod 340 passing through the second adjustment part.

[0053] In this embodiment, the first frame 100 and the second frame 200 are arranged opposite to each other to form a concrete pouring channel, and the shunt regulator 540 is arranged between the first frame 100 and the second frame 200 to divide the concrete pouring channel into two concrete transfer chambers. A vertical portion is arranged at one end of the shunt regulator body near the top, and a vertical portion is also arranged at one end near the bottom, wherein the vertical portion near the top end is the first adjustment portion, and the vertical portion near the bottom end is the second adjustment portion. A plurality of adjustment anchor rod 300 holes (not shown in the figure) are arranged on the shunt regulator body at the first adjustment portion and the second adjustment portion.

[0054] The second adjustment anchor rod 320 is inserted through the adjustment anchor rod hole on the first adjustment part, and the adjustment nut 400 is sleeved on the second adjustment anchor rod 320 and is close to the inner surface of the shunt regulator body. The inner surface of the shunt regulator body is opposite to the outer surface of the shunt regulator body, and the outer surface of the shunt regulator body is the end surface facing the first skeleton body 110 and the second skeleton body 210. The third adjustment anchor rod 330 and the fourth adjustment anchor rod 340 are inserted through the adjustment anchor rod hole on the second adjustment part, and the adjustment nut 400 is sleeved on the third adjustment anchor rod 330 and the fourth adjustment anchor rod 340 and is close to the inner surface of the shunt regulator body.

[0055] The distance between the two sub-diverter regulators is adjusted by adjusting the fixing nut 520 and the fixing bolt 510 at the top of the diverter regulator 540. In other words, the distance between the outer surface of the diverter regulator body and the first skeleton body 110 and the distance between the outer surface of the diverter regulator body and the second skeleton body 210 are adjusted by adjusting the fixing nut 520 and the fixing bolt 510 respectively; the adjusting nut 400 at the first adjusting part and the second adjusting part are further adjusted to fix the distance between the two sub-diverter regulators, so as to adapt to the thickness of the graphite polystyrene board insulation layer in different insulation integrated walls.

[0056] In addition, by means of the coordinated adjustment of the top fixing nut 520 and the fixing bolt 510, and the adjusting nuts 400 at the first adjusting portion and the second adjusting portion, the overall stability of the shunt regulator 540 can be ensured while adjusting the distance between the outer surface of the shunt regulator body and the first skeleton body 110 and the distance between the outer surface of the shunt regulator body and the second skeleton body 210. By means of the mutual coordination and fixation between the various components, the shunt regulator 540 can maintain its structural integrity when bearing the weight of concrete and the flow pressure, thereby improving the reliability and service life of the shunt regulator 540.

[0057] In one embodiment, if Figure 1 as well as Figure 4 As shown, a plurality of inner limit plates 140 are arranged on the second end face of the first skeleton body 110 at the connection with the plurality of adjustment anchor rods 300; a plurality of outer limit plates 150 are arranged on the first end face of the first skeleton body 110 at the connection with the plurality of adjustment anchor rods 300; the first end face of the first skeleton body 110 is opposite to the second end face of the first skeleton body 110.

[0058] In this embodiment, a plurality of inner limit plates 140 are arranged on the second end face of the first frame body 110 (the side connected to the adjustment anchor rod), and when the adjustment anchor rod is subjected to tension or pressure, the inner limit plates 140 can increase the contact area of ​​the connection point between the adjustment anchor rod and the first frame body 110. For example, during the concrete pouring process, when the simultaneous pouring device of the inner and outer concrete of the thermal insulation integrated wall is subjected to the gravity and impact force of the concrete, the adjustment anchor rod will generate a large tension on the first frame body 110, and the inner limit plates 140 can disperse the tension, prevent the connection part from being damaged due to excessive local force, thereby enhancing the stability of the connection between the first frame body 110 and the adjustment anchor rod.

[0059] Similarly, an outer limiting plate 150 is provided on the first end face of the first skeleton body 110 to reinforce the connection between the adjusting anchor rod 300 and the first skeleton body 110 from the other side. In the case of long-term use or external impact, the connection between the adjusting anchor rod 300 and the first skeleton body 110 is prone to local deformation. Under the joint action of the inner limiting plate 140 and the outer limiting plate 150, the occurrence of local deformation can be effectively prevented, and stress concentration at the connection part can be avoided.

[0060] In addition, when adjusting the distance between the first frame 100 and the second frame 200, the swing range of the adjustment anchor rod 300 can be limited by the inner limit plate 140 and the outer limit plate 150, which is beneficial to control the dimensional accuracy of the concrete pouring channel to adapt to the design requirements of thermal insulation integrated walls of different sizes.

[0061] In one embodiment, if Figure 1 as well as Figure 4 As shown, a plurality of inner limit plates 140 are arranged on the first end face of the second skeleton body 210 at the connection with the plurality of adjustment anchor rods 300; a plurality of outer limit plates 150 are arranged on the second end face of the second skeleton body 210 at the connection with the plurality of adjustment anchor rods 300; the first end face of the second skeleton body 210 is opposite to the second end face of the second skeleton body 210; the first end face of the second skeleton body 210 is directly opposite to the second end face of the first skeleton body 110.

[0062] In this embodiment, an inner limit plate 140 and an outer limit plate 150 are respectively provided on both side end faces of the connection between the second skeleton body 210 and the adjustment anchor rod 300, so that the first end face and the second end face of the second skeleton body 210 form two-way reinforcement on both sides. The connection stability between the adjustment anchor rod and the second skeleton body 210 is greatly enhanced by this two-way reinforcement. At the same time, when the second skeleton body 210 is impacted by external force or an abnormal situation occurs during the concrete pouring process (such as concrete blockage, excessive pouring speed, etc.), the adjustment anchor rod will generate a large impact force on the second skeleton body 210. At this time, the inner limit plate 140 and the outer limit plate 150 can effectively disperse the impact force and prevent the second skeleton body 210 from being locally sunken, deformed or damaged at the connection part with the adjustment anchor rod.

[0063] Since the inner limit plate 140 and the outer limit plate 150 on the second skeleton body 210 are arranged to correspond to the first skeleton body 110, the symmetrical structural design enables the first skeleton 100 and the second skeleton 200 to work together better. During the concrete pouring process, they can resist external forces as a whole to ensure the stability of the concrete pouring channel. For example, when the concrete flows in the channel and generates uneven pressure, the pressure can be evenly shared by adjusting the connection structure of the adjustment anchor rods and the limit plates connected to the first skeleton body 110 and the second skeleton body 210, thereby preventing one of the skeleton bodies from being subjected to excessive force alone, causing deformation of the simultaneous concrete pouring device inside and outside the thermal insulation integrated wall.

[0064] In one embodiment, if Figure 1 As shown, it also includes a number of sliding track wheels 600, a car film and a number of protective baffles 700; the number of sliding track wheels 600 are arranged at the bottom of the first frame 100 and the second frame 200; the car film is arranged on the side wall of the shunt regulator 540; the number of protective baffles 700 are arranged at the bottom of the shunt regulator 540.

[0065] In this embodiment, the first frame 100 and the second frame 200 are respectively set on the top of the templates supported on the inner wall and outer wall surfaces of the thermal insulation integrated wall. Among them, the bottom of the first frame 100 is provided with a sliding track wheel 600, and the bottom of the second frame 200 is symmetrically provided with a sliding track wheel 600 with the bottom of the first frame 100. The sliding track wheel 600 can slide on the top of the template supported on the surface of the thermal insulation integrated wall, so as to realize that the thermal insulation integrated wall internal and external concrete simultaneous pouring device can be slid at any time along with the concrete pouring direction, and can adapt to the ultra-long external wall concrete pouring, thereby improving the adaptability of the thermal insulation integrated wall internal and external concrete simultaneous pouring device, and the operation is simple and flexible.

[0066] A car film (not shown in the figure) is arranged on the side wall between the first adjustment part and the second adjustment part of the shunt regulator body. On the one hand, it can prevent the concrete from directly contacting the side wall of the shunt regulator body, thereby avoiding the corrosion of the side wall of the shunt regulator 540 by the chemical substances in the concrete, so as to protect the shunt regulator body; on the other hand, the car film can be directly removed from the side wall of the shunt regulator body after the concrete pouring is completed, thereby avoiding the difficulty in cleaning the side wall of the shunt regulator body due to the hardening of the concrete, thereby reducing the cleaning cost and difficulty of the shunt regulator body.

[0067] A plurality of protective baffles 700 are provided at the bottom of the shunt regulator 540. Specifically, the plurality of protective baffles 700 are provided on the side walls of the outer surface of the shunt regulator body located at the second regulating part. Protective baffles 700 are provided on the side walls of the outer surface of the shunt regulator body located at both sides of the second regulating part. The bottom of the protective baffles 700 is not flush with the bottom of the shunt regulator body but exceeds the bottom of the shunt regulator body. The bottom of the protective baffles 700 on both sides that exceed the bottom of the shunt regulator body are respectively abutted against the two sides of the insulation layer in the thermal insulation integrated wall to ensure that the insulation boards on both sides of the graphite polystyrene insulation layer will not be offset due to the concrete pouring process. At the same time, the provision of the protective baffles 700 on both sides also serves to prevent the insulation boards on both sides of the graphite polystyrene insulation layer from being contaminated by concrete.

[0068] like Figure 5 As shown, an embodiment of the present invention further provides a construction method for simultaneously pouring concrete inside and outside the thermal insulation integrated wall, which is applied to the simultaneous pouring concrete inside and outside the thermal insulation integrated wall in any of the aforementioned embodiments. The method includes the following steps S110-S140.

[0069] S110. After the structural reinforcement construction of the thermal insulation integrated wall is completed and the formwork is closed, a device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall is assembled.

[0070] Specifically, Figure 6 As shown, S110 includes the following steps:

[0071] S1101. Check the erection of structural reinforcements inside the thermal insulation integrated wall and the formworks supported on both sides of the wall.

[0072] In this embodiment, before assembling the device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall, it is necessary to first conduct a comprehensive inspection of the structural steel bars that have been erected in the thermal insulation integrated wall, including whether the specifications, quantity, spacing, and binding firmness of the structural steel bars meet the design requirements. For example, use a caliper to measure the diameter of the steel bar and use a tape measure to check the spacing between the steel bars to ensure that each steel bar is installed accurately. At the same time, check the sealing and flatness of the formwork supported on both sides of the wall. By inspecting the structural steel bars and formworks, possible problems can be discovered and solved in advance, avoiding quality defects in the thermal insulation integrated wall due to steel bar or formwork problems during the concrete pouring process. For example, if the spacing between the steel bars does not meet the requirements, it may affect the bearing capacity of the wall; poor sealing of the formwork will cause concrete leakage, thereby affecting the appearance and strength of the wall.

[0073] S1102. Make a first frame, a second frame, a plurality of adjustment anchor rods, a plurality of adjustment nuts and a flow diversion adjustment assembly, and inspect each component.

[0074] In this embodiment, the elevation drawings of the components of the device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall are made according to the design requirements of different thermal insulation integrated walls, and the components (first frame 100, second frame 200, several adjustment anchor rods 300, several adjustment nuts 400 and shunt adjustment assembly 500) are made according to the elevation drawings. Before assembling the device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall, it is also necessary to check the quantity and quality of the components constituting the device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall, and ensure that the components are complete and undamaged. Reduce the reduction in construction speed due to missing or damaged components, thereby affecting construction efficiency.

[0075] The bottom and top of the first frame 100 and the second frame 200 are both in the same horizontal plane, that is, the first frame 100 and the second frame 200 are at the same height. The height of the first frame 100 and the second frame 200 is usually about 500mm to 800mm. Since the height of the first frame 100 and the second frame 200 is higher than that of the traditional concrete pouring device, the instantaneous impact force of the concrete when it falls will be mostly offset, reducing the impact of the instantaneous impact force of the concrete on the exterior wall system.

[0076] S1103. Assemble the components of the internal and external concrete pouring device for the thermal insulation integrated wall.

[0077] In this embodiment, the length of several adjusting anchor rods 300 is 50mm to 100mm longer than the thickness of the thermal insulation integrated wall. First, use a lifting device (such as a crane) to place the first frame 100 and the second frame 200 in the area to be installed; secondly, insert one end of the first adjusting anchor rod 310, the second adjusting anchor rod 320, the third adjusting anchor rod 330, and the fourth adjusting anchor rod 340 on the second frame body 210 in turn, and then use the adjusting nut 400 to sleeve on the first adjusting anchor rod 310, the second adjusting anchor rod 320, the third adjusting anchor rod 330, and the fourth adjusting anchor rod 340 in turn and close to the second end face of the second frame body 210, and at the same time sleeve the inner limit plate 140 on the adjusting anchor rod close to the first end face of the second frame body 210; then, insert the first adjusting part of the diverter assembly on the second adjusting anchor rod in turn. The node anchor rod 320 is installed, and the second adjustment part is passed through the third adjustment anchor rod 330 and the fourth adjustment anchor rod 340, and the adjustment nut 400 is passed through the adjustment anchor rods at the inner walls of both sides of the shunt regulator body in the shunt assembly; finally, the other ends of the first adjustment anchor rod 310, the second adjustment anchor rod 320, the third adjustment anchor rod 330 and the fourth adjustment anchor rod 340 are passed through the first skeleton body 110 in turn, and the adjustment nut 400 is sleeved on the first adjustment anchor rod 310, the second adjustment anchor rod 320, the third adjustment anchor rod 330 and the fourth adjustment anchor rod 340 and is adjacent to the first end face of the first skeleton body 110, and the inner limit plate 140 and the outer limit plate 150 are installed.

[0078] S120, adjusting the plurality of adjusting anchor rods according to the distance between the inner surface and the outer surface of different thermal insulation integrated walls, and the distance between the two side surfaces of the graphite polystyrene board in different thermal insulation integrated walls.

[0079] In this embodiment, the assembled device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall is set up on the top of the formwork supported on both sides of the thermal insulation integrated wall. According to the distance between the inner surface and the outer surface of different thermal insulation integrated walls, the distance between the first frame 100 and the second frame 200 is adjusted by comprehensively adjusting the plurality of adjustment nuts 400, the inner limit plate 140 and the outer limit plate 150 sleeved on the plurality of adjustment anchor rods 300, so as to adapt to the distance between the inner surface and the outer surface of different thermal insulation integrated walls, thereby improving the adaptability of the device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall. During the adjustment process, an inspection device (such as a level) can be used to check whether the first frame 100 and the second frame 200 remain parallel.

[0080] In addition, the distance between the two side surfaces of the graphite polystyrene board insulation layer in different thermal insulation integrated walls can also be adjusted by comprehensively adjusting the fixed screw, the fixed nut 520 and the first adjustment part and the several adjustment nuts 400 at the second adjustment part in the shunt adjustment assembly 500 to adjust the distance between the two sub-shunt regulators in the shunt regulator 540, thereby achieving the ability to adapt to the thickness of the insulation layer in different thermal insulation integrated walls.

[0081] In other words, by adjusting the anchor rods according to the actual size of different walls, the width of the concrete pouring channel can be accurately controlled to ensure that it matches the thickness of the thermal insulation integrated wall. This ensures that the concrete is evenly distributed on both sides of the wall, avoiding the problem of thick concrete on one side and thin concrete on the other side due to inappropriate pouring channel size, and improving the quality of the wall.

[0082] S130, the concrete pouring pump pipe is facing the concrete transfer bin.

[0083] In this embodiment, first, car films are sequentially arranged on the side walls of the shunt regulator body in the shunt regulating assembly 500, so that the shunt regulator body can be easily cleaned after the concrete pouring is completed. At the same time, a number of protective baffles 700 are arranged on the side walls adjacent to the bottom of the shunt regulator body, and the protective baffles 700 are used to be snapped on both sides of the insulation layer, which is beneficial to prevent the insulation layer from shifting due to the impact generated by the concrete pouring; secondly, the concrete pouring pump pipe is connected to the concrete conveying equipment, and the connection is ensured to be firm and leak-free, which is beneficial to the concrete being accurately and quickly conveyed to the concrete transfer bin; finally, the position and direction of the pump pipe are adjusted so that it is opposite to the opening of the concrete transfer bin, which improves the concrete pouring efficiency and reduces the pouring delays or quality problems caused by improper position of the pump pipe.

[0084] S140, while pouring concrete, a device for simultaneously pouring concrete inside and outside the mobile thermal insulation integrated wall.

[0085] In this embodiment, a plurality of sliding track wheels 600 are provided at the bottom of the first frame 100 and the second frame 200. Before pouring concrete, a movement plan of the simultaneous concrete pouring device inside and outside the thermal insulation integrated wall is formulated according to factors such as the length of the thermal insulation integrated wall, the pouring speed, and the initial setting time of the concrete, so as to determine the distance, interval time, and direction of each movement. For example, if the wall is long, it can be planned to move a certain distance at regular intervals to ensure that the pouring of the entire wall is completed before the initial setting of the concrete. In addition, in the movement plan, the space limitations of the construction site and the location of other construction equipment should also be considered to avoid collisions with other objects during movement.

[0086] During the concrete pouring process, according to the predetermined movement plan, use appropriate mobile equipment (such as a small tractor) to move the simultaneous pouring device for the internal and external concrete of the thermal insulation integrated wall. During the movement, arrange personnel to observe the movement of the simultaneous pouring device for the internal and external concrete of the thermal insulation integrated wall to ensure that it moves smoothly in the predetermined direction. At the same time, during the movement, continue to pay attention to the amount of concrete and the pouring situation in the concrete transfer bin. If it is found that the amount of concrete in the transfer bin is insufficient, adjust the position of the pouring pump pipe in time or suspend the movement to ensure continuous pouring of concrete.

[0087] Specifically, when the concrete is poured to 100mm from the top surface of the thermal insulation integrated wall, the pouring device starts to move. Each movement distance is 3 / 4 of the length of the simultaneous pouring device for concrete inside and outside the thermal insulation integrated wall, and the pouring overlap area in the 1 / 4 area can complete the concrete pouring of the remaining 100mm height area.

[0088] First, the movable device for pouring concrete inside and outside the thermal insulation integrated wall simultaneously can realize continuous pouring of the long thermal insulation integrated wall, avoiding the uneven distribution of concrete caused by fixed pouring points, and improving the integrity and strength of the wall. Second, during the pouring process, the mobile operation can be adjusted according to the actual concrete pouring situation and construction site conditions to better cope with various complex construction situations. For example, if there are changes in the concrete supply speed or temporary obstacles on the construction site, the movement speed can be adjusted or the movement can be suspended in time to ensure the smooth progress of the construction.

[0089] The embodiment of the present invention provides a device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall, which includes a first frame 100, a second frame 200, a plurality of adjusting anchor rods 300, a plurality of adjusting nuts 400 and a shunt adjustment component 500; the first frame 100 is connected to the second frame 200 through the plurality of adjusting anchor rods 300; the plurality of adjusting anchor rods 300 are passed through the shunt adjustment component 500; the plurality of adjusting nuts 400 are sleeved on the plurality of adjusting anchor rods 300; the first frame 100 and the second frame 200 are arranged relative to each other to form a concrete pouring channel, and the shunt adjustment component 500 is arranged between the first frame 100 and the second frame 200 to divide the concrete pouring channel into two concrete transfer chambers. In the embodiment of the present invention, by adjusting the adjusting nut 400 to adjust the adjusting anchor rod, it can adapt to thermal insulation integrated walls of different thicknesses and the thermal insulation layer in the thermal insulation integrated wall, and has high adaptability and simple construction.

[0090] The above are only specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can easily think of various equivalent modifications or replacements within the technical scope disclosed by the present invention, and these modifications or replacements should be included in the protection scope of the present invention. Therefore, the protection scope of the present invention shall be based on the protection scope of the claims.

Claims

1. A device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall, characterized in that: It includes a first frame, a second frame, a plurality of adjustment anchor rods, a plurality of adjustment nuts and a shunt adjustment component; the first frame is connected to the second frame through the plurality of adjustment anchor rods; the plurality of adjustment anchor rods are passed through the shunt adjustment component; the plurality of adjustment nuts are sleeved on the plurality of adjustment anchor rods; the first frame and the second frame are arranged opposite to each other to form a concrete pouring channel, and the shunt adjustment component is arranged between the first frame and the second frame to divide the concrete pouring channel into two concrete transfer bins.

2. The device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall according to claim 1 is characterized in that: The first frame includes a first frame body, a plurality of first steel plates and a first keel; the plurality of first steel plates are fixedly connected by the first keel to form the first frame body.

3. The device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall according to claim 2 is characterized in that: The second skeleton includes a second skeleton body, a plurality of second steel plates and a second keel; the plurality of second steel plates are fixedly connected by the second keel to form the second skeleton body; the second skeleton body is parallel to the first skeleton body, and the bottom of the second skeleton body is in the same horizontal plane as the bottom of the first skeleton body.

4. The device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall according to claim 3 is characterized in that: The plurality of adjusting anchor rods include a first adjusting anchor rod, a second adjusting anchor rod, a third adjusting anchor rod and a fourth adjusting anchor rod; the first adjusting anchor rod, the second adjusting anchor rod, the third adjusting anchor rod and the fourth adjusting anchor rod are parallel to each other and parallel to the horizontal plane; The first adjustment anchor rod is adjacent to the top of the first skeleton body and the second skeleton body; the fourth adjustment anchor rod is adjacent to the bottom of the first skeleton body and the second skeleton body; the second adjustment anchor rod and the third adjustment anchor rod are located between the first adjustment anchor rod and the fourth adjustment anchor rod, and the second adjustment anchor rod is close to the first adjustment anchor rod, and the third adjustment anchor rod is close to the fourth adjustment anchor rod.

5. The device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall according to claim 4 is characterized in that: The shunt regulating assembly includes a fixing bolt, a fixing nut, a gasket and a shunt regulator; the fixing bolt is passed through the top of the shunt regulator; the fixing nut is sleeved on the fixing bolt; the gasket is arranged between the outer surface of the top of the shunt regulator and the fixing nut.

6. The device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall according to claim 5 is characterized in that: The shunt regulator comprises a shunt regulator body; the second adjustment anchor rod is passed through a first adjustment portion on the shunt regulator body, and the third adjustment anchor rod and the fourth adjustment anchor rod are both passed through the second adjustment portion on the shunt regulator body; The first adjustment part is a vertical part close to the top of the shunt regulator body, and the second adjustment part is a vertical part close to the bottom of the shunt regulator body; the plurality of adjustment nuts are respectively sleeved on the second adjustment anchor rod penetrating the first adjustment part, and on the third adjustment anchor rod and the fourth adjustment anchor rod penetrating the second adjustment part.

7. The device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall according to claim 3 is characterized in that: A plurality of inner limit plates are arranged on the second end surface of the first skeleton body at the connection with the plurality of adjustment anchor rods; a plurality of outer limit plates are arranged on the first end surface of the first skeleton body at the connection with the plurality of adjustment anchor rods; the first end surface of the first skeleton body is opposite to the second end surface of the first skeleton body.

8. The device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall according to claim 7, characterized in that: A plurality of inner limit plates are arranged on the first end face of the second skeleton body at the connection with the plurality of adjustment anchor rods; a plurality of outer limit plates are arranged on the second end face of the second skeleton body at the connection with the plurality of adjustment anchor rods; the first end face of the second skeleton body is opposite to the second end face of the second skeleton body; the first end face of the second skeleton body is opposite to the second end face of the first skeleton body.

9. The device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall according to claim 5, characterized in that: It also includes a number of sliding track wheels, a car film and a number of protective baffles; the number of sliding track wheels are arranged at the bottom of the first frame and the second frame; the car film is arranged on the side wall of the shunt regulator; the number of protective baffles are arranged at the bottom of the shunt regulator.

10. A construction method for simultaneously pouring concrete inside and outside a thermal insulation integrated wall, characterized in that: The device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall according to any one of claims 1 to 9 comprises: After the structural reinforcement construction of the thermal insulation integrated wall is completed and the formwork is closed, a device for simultaneously pouring concrete inside and outside the thermal insulation integrated wall is assembled; The plurality of adjusting anchor rods are adjusted according to the distance between the inner surface and the outer surface of different thermal insulation integrated walls, and the distance between the two side surfaces of the graphite polystyrene board in different thermal insulation integrated walls; The concrete pouring pump pipe faces the concrete transfer bin; A device for simultaneously pouring concrete inside and outside the mobile thermal insulation integrated wall is used for simultaneously pouring concrete.

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