110 results about "Infill wall" patented technology

The invention provides a parameterization design method and system for infilled wall-frame flexible connection, and relates to the technical field of parameterization design. The method comprises the following steps: establishing a unitized model of the flexible connection structure, performing performance analysis based on boundary conditions, and forming performance trend data of the unitized model; target boundary condition information is collected, connection structure combinatorial analysis is carried out in combination with unit model performance trend data, and a target initial flexible connection model is formed; and performing overall optimization design analysis on the target initial flexible connection model to form overall analysis result data. According to the method, reasonable parameterization design can be carried out on the flexible connection structure of the concrete frame structure and the masonry filler wall, so that the design efficiency and reliability are improved.

The invention discloses a structure and method for preventing leakage and cracking at a top construction joint of a frame structure building infilled wall, the structure comprises a connecting piece, the connecting piece comprises a connecting plate and a leveling part, the connecting plate shields the construction joint between a frame and the infilled wall, and the connecting plate comprises a fixing part fixed on the frame and a shielding connecting part for the construction joint; the connecting part is coated with a first non-curing waterproof glue layer to achieve flexible connection between the plaster layers so as to prevent cracking, and the height of the portion, protruding out of the wall face, of the leveling part is not larger than the thickness of the plaster layers of the wall face so that the screeding function can be achieved. According to the scheme, the connecting plate on the connecting piece is fixed to the frame, so that the plastering layer is coated on the connecting plate, the procedure of plastering mortar into the construction joint is not needed any more, and the sealing waterproof performance of the construction joint is achieved by adhering the strip-shaped sealing waterproof glue layer to the construction joint; and meanwhile, flexible connection of the plaster layer at the connecting piece is achieved through the first non-curing waterproof glue layer, and cracking of the plaster layer is effectively prevented.

The utility model discloses an H-shaped PVC (Polyvinyl Chloride) clamping strip for a fair-faced concrete thermal insulation wall connecting frame structure, the main body of a clamping strip body is a PVC plate with an H-shaped cross section, and extension strips are arranged in the centers of the left side surface and the right side surface of the clamping strip body; the extension strip and the clamping strip body are integrated, the extension strip is perpendicular to the clamping strip body, and a plurality of holes are formed in the extension strip. Compared with the prior art, the PVC battens are embedded into the wall column concrete through the clamping strips, fixing is facilitated, displacement is prevented, and the waterproof function is achieved; steel bar binding wires penetrate through the holes to be connected with the steel bars, and the PVC battens are fixed. And the PVC battens reduce the concrete connecting surface of the frame column and the infilled wall part, so that the influence of the concrete of the infilled wall part on the load of the frame column part is reduced.

The utility model relates to the technical field of filler wall construction, and discloses a filler wall construction positioning device which comprises a laser positioning instrument body, an installation adjusting mechanism is arranged at the top of the laser positioning instrument body, a protection mechanism is arranged at the bottom of the laser positioning instrument body, and the installation adjusting mechanism comprises a strip rod. And a fixed baffle plate is fixedly mounted at the left end of the strip rod. Through the overall design of the installation adjusting mechanism, the laser positioning instrument body can be fixed to the bottom of a concrete beam, meanwhile, the position of the laser positioning instrument body can be adjusted, accurate positioning can be carried out before filling through operation of the laser positioning instrument body, and in the building process, the laser positioning instrument body can be accurately positioned. The flatness and perpendicularity of the infilled wall are rapidly judged by checking the laser beam position of the laser positioning instrument main body, the construction quality before filling is improved, the construction progress is accelerated, and material loss caused by inaccurate wall positioning and surface perpendicularity and flatness deviation is reduced.

The invention provides a synchronous construction method for a full-concrete outer wall of a shear wall structure based on an aluminum mold and a joint pulling plate. Relates to the technical field of constructional engineering, and comprises the following steps: selecting materials for the seam-drawing plate according to stress conditions and wall thickness to obtain selected data, and calibrating the mounting position of the seam-drawing plate in the deepened design drawing based on the selected data to form positioning data. According to the shear wall structure full-concrete outer wall synchronous construction method based on the aluminum formwork and the joint pulling plate, the joint pulling plate is preset in building construction, the preset stress releasing joint is formed, deformation stress is effectively guided and absorbed, the problem of cracking at the junction of a main body structure and an infilled wall is fundamentally solved, and the overall quality of a building is remarkably improved. By means of the aluminum alloy formwork system, synchronous formwork erecting and pouring of a main body structure and a secondary structure are achieved, traditional wet operation procedures are avoided, the construction period is greatly shortened, construction waste is reduced, and efficient and energy-saving green construction is achieved.

The utility model discloses a wallboard pre-embedded filler wall pouring material pouring funnel, which belongs to the technical field of pouring of secondary structure filler walls and constructional columns in constructional engineering and comprises a funnel body, funnel additional ribs, funnel baffles, straight thread sleeves, built-in steel bars and grouting holes. By changing the appearance design of the pouring material pouring funnel and the using process of the pouring material pouring funnel, waste of a large amount of manpower and material resources caused by chiseling in the traditional process is avoided, good construction conditions are brought to popularization of pouring construction of the infilled wall, construction efficiency is improved, and construction cost is saved.

The utility model belongs to the field of buildings, and particularly relates to a beam bottom infilled wall constructional column steel bar pre-embedding mold. Comprising beam side formworks, a beam bottom main formwork, combined formworks, fixing keels and positioning structures, the combined formworks and the beam bottom main formwork are arranged between the two sets of beam side formworks side by side in the beam length direction, and the multiple fixing keels are arranged on the lower sides of the combined formworks at intervals in the beam length direction and fix the combined formworks, the beam bottom main formwork and the beam side formworks; the positioning structure is arranged on the lower side of the fixed keel, positioning holes for positioning the steel bars are formed in the combined formwork, auxiliary positioning holes are formed in the positioning structure, and the steel bars sequentially penetrate through the positioning holes and the auxiliary positioning holes in the vertical direction. The combined formwork and the beam bottom main formwork are arranged between the beam side formworks side by side, the positioning holes for positioning the reinforcing steel bars are formed in the combined formwork, the auxiliary positioning holes are formed in the positioning structure, and the positioning holes and the auxiliary positioning holes are vertically and concentrically formed, so that the positions of the reinforcing steel bars are determined, the reinforcing steel bars are fixed, and displacement is avoided.

The invention provides a method for filling a reserved seam between the top of an infilled wall and the bottom of a main structure, which comprises the following steps of: (a) building the infilled wall on an indoor ground, and controlling the gap distance between the top surface of the infilled wall and the bottom surface of a structural beam to be a; (b) remaining for 14 days according to the national standard, so that the infilled wall is fully settled; (c) stuffing a plurality of wooden wedge groups into the gap, so that the plurality of wooden wedge groups are arranged at intervals; and (d) filling the gap with dry and hard micro-expansive cement mortar, and smearing the cement mortar until the cement mortar is flush with the wall surface, and ensuring the filling compactness. The multiple wooden wedge sets are stuffed into the gap, and the dry and hard micro-expansive cement mortar is filled in a matched mode, so that the construction difficulty is reduced, the construction efficiency is improved, more importantly, the common cracking problem between the masonry wall body and the main body structure can be reduced, the comprehensive cost is reduced, and the quality level is improved.

This invention discloses a prefabricated, shock-absorbing, lightweight composite infill wall panel structure. The composite wall panel is installed within the structural space enclosed by structural columns and beams. The composite wall panel includes an upper composite wall panel, a lower composite wall panel, and a metal energy-dissipating connector between them. The upper composite wall panel is fixedly connected to the upper structural beam, and the lower composite wall panel is fixedly connected to the lower structural beam. The upper and lower composite wall panels are fixedly connected by the metal energy-dissipating connector. This invention, by dividing the wall into upper and lower panels and connecting them with metal energy-dissipating connectors, and by combining reinforced concrete slabs and masonry blocks or autoclaved aerated concrete (ALC) slabs along the wall thickness direction, and by connecting the composite wall panel to the structural beams, achieves deformable energy dissipation within the plane and constraint by the main structure outside the plane. This solves the problems of the unquantifiable stiffness and energy dissipation capacity of existing masonry infill walls, as well as the large weight, poor connection stability, and poor reliability of existing prefabricated infill walls.

The invention discloses a construction method for preventing and treating plastering cracks of an autoclaved aerated concrete block infilled wall. The construction method comprises the following steps that a steel wire reinforcing net is arranged at the joint of different materials; a prefabricated reinforced concrete cross beam is mounted above the hole; when constructional columns and ring beams are subjected to formwork erecting, clamp type formwork erecting is adopted, and punching on the block wall is forbidden; combed joints are reserved in masonry on the two sides of the constructional column; watering and wetting the building blocks before building, and controlling the water content; the mortar plumpness of the vertical joints reaches 100%, joint filling is strictly prohibited, the horizontal joints and the vertical joints are compacted during jointing, and the vertical mortar joints are staggered; the daily building height is controlled; and after the wall body is built, the top is obliquely built. The autoclaved aerated concrete block infilled wall plastering method has the beneficial effects that the autoclaved aerated concrete block infilled wall plastering quality qualification rate can be effectively improved, the autoclaved aerated concrete block infilled wall plastering construction quality and the overall construction quality are improved, repairing or reworking of plastering cracks can be avoided to the maximum extent, and a reliable base layer guarantee is provided for subsequent procedures.

This invention discloses a method for the integrated construction of prefabricated concealed electrical boxes with conduits and infill wall blocks. The method includes the following steps: (i) determining the size and structure of the prefabricated concrete blocks for the electrical boxes; (ii) setting up the molds for the prefabricated concrete blocks; (iii) assembling and pouring the molds for the prefabricated concrete blocks; (iv) installing the conduits within the prefabricated concrete blocks; and (v) processing and constructing the infill wall blocks. This method integrates the prefabricated concrete boxes with the conduits embedded in the wall, forming a single integrated structure during masonry construction. It eliminates the need for cutting and chiseling the infill wall surface before installation and sealing, making the construction simple, convenient, safe, and reliable.

The utility model relates to the technical field of assembly infilled walls, and discloses a separated prefabricated assembly infilled wall frame structure which comprises a frame infilled wall, a buffer pad, a fixing groove, a fixing device, a reserved groove, a suspension hook, a fixing frame, a security door and a lifting handle. A buffer pad is fixedly arranged at the lower end of the frame filler wall, a fixing groove is fixedly formed in one end of the frame filler wall, and a fixing device is fixedly arranged in the middle of the fixing groove. According to the separated type prefabricated infilled wall frame structure, by improving the infilled wall frame structure, the prefabricating and assembling capacity of the infilled wall frame structure is improved, in the actual using process of the infilled wall frame structure, prefabricating and assembling can be rapidly and conveniently carried out through a prefabricated infilled wall frame according to needs, and the practicability of the infilled wall frame structure is improved. And filling use of the filler wall frame is facilitated, and the use experience of the separated prefabricated filler wall frame structure is improved.

This invention provides a grouting structure for vertical joints in prefabricated building infill wall panels to solve the quality problem of incomplete filling of vertical joints on both sides after installation. The solution involves: setting a sealing layer on both sides of the vertical joint between the infill wall panels to form a vertically extending grouting chamber; dividing the grouting chamber vertically into multiple interconnected grouting chambers; each grouting chamber having a grouting hole at the bottom and an overflow hole at the top. A segmented grouting strategy is adopted: starting from the bottommost grouting chamber, grout is injected into each grouting chamber sequentially from bottom to top. Grouting operation in any upper grouting chamber can only be performed after the grout in the adjacent lower grouting chamber has reached a preset solidification state. This invention effectively controls the lateral pressure of the grout, ensures the stability and safety of the sealing layer, improves the fullness of the mortar in the vertical joints of the wall panels and the sound insulation performance of the wall panels, and reduces the risk of cracking.

The utility model relates to the field of constructional engineering, in particular to an assembly type frame filler wall structure which comprises a plurality of first outer frames, each group of first outer frames are symmetrically arranged at intervals, first connecting plates are fixedly connected to the middle of each first outer frame in an array mode, and first sliding grooves are formed in the two sides of the opposite sides of each group of first outer frames. The two sides of the middle of each set of first outer frame are correspondingly provided with a plurality of sets of baffles in an array mode, the two ends of each baffle are fixedly provided with end plates, the end plates are inserted into the first sliding grooves in a sliding mode, and the outer ends of the first outer frames are correspondingly provided with corner frame mechanisms. And meanwhile, the height of the infilled wall can be controlled by changing the assembling number of the baffles, the first outer frames can be assembled with another adjacent set of first outer frames in a communicating mode through the protruding blocks and the mounting grooves, and direct concrete pouring can be conducted on the whole infilled wall.

The utility model is suitable for the field of building construction, and provides a post-embedded tie bar which comprises a clamping groove tie bar, a clamping nail with a hole and a steel wire mesh clamp. Clamping grooves are formed in the two ends of the clamping groove tie bar, and fixing clamps are arranged in the clamping grooves; the clamping nails with holes are arranged on the fixing clamps at the two ends of the clamping groove lacing wire; the steel wire mesh clamp is inserted between the steel wire mesh or the galvanized welded wire mesh and the perforated staple bolts, so that the steel wire mesh or the galvanized welded wire mesh is fixed on the filler wall; wherein the holed staple bolt is positioned on the same horizontal plane with the clamping groove tie bar balance by taking the fixing clip as a fulcrum and the clamping groove as a resistance point according to the lever principle; during reverse placement, the state of the staple bolt with the hole is automatically adjusted by utilizing the unbalance of the acting force of the staple bolt with the hole; the post-embedded tie bar has the advantages of being high in adaptability, good in fixing effect, low in cost, capable of being produced in a standardized mode, easy and convenient to produce, light in self weight and convenient to move.

This disclosure presents an embodiment of a cast-in-place sound-insulating infill wall and its construction method. A specific implementation of this cast-in-place sound-insulating infill wall includes: a composite sound insulation structure consisting of a concrete surface layer, a low-density sound-absorbing layer, and a high-density sound-insulating layer sequentially along the thickness direction of the infill wall. The concrete surface layer is poured simultaneously with the main structure construction, and the low-density sound-insulating layer is positioned against the concrete surface layer using clamps. This disclosure utilizes a layered arrangement of sound-insulating and sound-absorbing layers along the thickness direction of the infill wall to form a "mass-spring-mass" composite sound insulation structure, improving the sound insulation performance of the infill wall; using concrete as the surface material allows for free hanging of heavy objects; the built-in low-density sound-absorbing layer reduces the self-weight of the infill wall, weakens the connection strength between the infill wall and the main structure, and reduces the impact of the infill wall on the load-bearing performance of the main structure; the simultaneous pouring of the concrete surface layer and the main structure significantly shortens the construction period.

The present invention belongs to the field of building technology, and particularly relates to a flexible connection structure between a prefabricated infill wall and a prefabricated frame column. The technical solution is as follows: it comprises a prefabricated steel member I, a prefabricated steel member II and connecting steel bars, wherein the prefabricated steel member I is a square tube structure, fixedly arranged on the side of the prefabricated frame column, and provided with a vertical slide groove; the two ends of the prefabricated steel member II are dumbbell-shaped sliders and hooks respectively; one end of the connecting steel bar is embedded in the prefabricated infill wall, and the other end of the connecting steel bar is an O-shaped end; the slider is placed in the slide groove, and the hook hooks the O-shaped end to flexibly connect the prefabricated infill wall and the prefabricated frame column together. The present invention can solve the problem of the additional stress on the tie bars caused by the settlement deformation of the prefabricated infill wall, improve the local seismic performance of the structure, and has a simple structure, clear force transmission, good integrity, convenient construction, and safety and reliability.

This invention provides an integrated formwork for cast-in-place insulation of infill walls, belonging to the field of building construction technology. The invention includes an insulation layer device and a casting panel; the insulation layer device is adapted to the infill wall; the casting panel is movably connected to the inner side of the insulation layer device, with vertical casting holes on the bottom and side casting holes on the sides, forming a multi-directional casting network. This invention achieves simultaneous construction of the infill wall, reinforcement installation, and insulation layer through a dual-hole design of "vertical main casting + side supplementary casting" and a pre-set rebar installation channel. This ensures dense, seamless concrete pouring, convenient and precise rebar installation, and improved wall structural strength. It also achieves deep integration of the insulation layer and structural layer, avoiding thermal bridging risks. Furthermore, the formwork is flexibly adaptable to various wall specifications, easy to disassemble, and reusable, reducing construction costs while meeting the requirements of green industrialized construction.

The utility model discloses a frame-masonry infilled wall structure based on a multi-cavity flexible connecting piece, which comprises a frame, the multi-cavity flexible connecting piece, a solid flexible connecting piece, a constructional column and a masonry infilled wall, one ends of a left frame column and a right frame column which extend in the first direction and are arranged at intervals are connected with a bottom bearing platform extending in the second direction, and the other ends of the left frame column and the right frame column are connected through a frame beam. Constructional columns parallel to the left frame column and the right frame column are arranged in a frame formed by the frame columns, the frame beams and the bottom bearing platform, the masonry filling wall is arranged between the constructional columns, and the multi-cavity flexible connecting pieces are arranged between the frame columns and the constructional columns respectively. Solid flexible connecting pieces are arranged between the sides, close to the bottom bearing platform, of the constructional columns, the infilled walls and the multi-cavity flexible connecting pieces and the bottom bearing platform. The whole filler wall can be enhanced, the pushing effect of the frame on the filler wall can be relieved, local crushing damage and overall shearing damage of the filler wall are prevented, and meanwhile the adverse effect of the filler wall on the frame is weakened.

The application discloses a wall plate arrangement method and device. The method comprises the following steps: obtaining arrangement basis of wall plates, wherein the arrangement basis comprises attributes of the wall plates and arrangement parameters of the wall plates; determining a filler wall in the wall plates, which needs to generate a guide wall; generating reference data of the wall plates based on the arrangement basis and the filler wall, and arranging the wall plates based on the reference data. The application solves the technical problem of low arrangement efficiency of the wall plates.

The utility model discloses a building indoor infilled wall structure which comprises four wall block bodies, fixing frames are fixedly connected to the outer walls of the wall block bodies, clamping grooves are formed in the four corners of each fixing frame, butt joint grooves are formed in the clamping grooves, positioning holes are formed in the butt joint grooves, four adjacent clamping grooves form a rectangular groove, clamping blocks are movably connected into the rectangular grooves, and the clamping blocks are connected with the clamping grooves. A plurality of butt-joint columns are fixedly connected to one side of the clamping block, the adjacent butt-joint grooves are spliced to form arc-shaped grooves through mutual butt joint of the four adjacent wall block bodies, the arc-shaped grooves are in butt joint with the rectangular grooves in cooperation with the clamping block, and therefore the four butt-joint columns on one side of the clamping block are in butt joint with the butt-joint grooves in the clamping grooves; and the clamping blocks and the four adjacent fixing frames are fixed through cooperation of fixing bolts, it is guaranteed that the adjacent wall block bodies are fixed, the stacking efficiency of the wall block bodies is improved, the infilled wall is prevented from inclining, and the stability is guaranteed.

The utility model discloses a connecting structure of a wooden column and an infilled wall body, which relates to the technical field of building structures and comprises a wall body, and one side of the wall body is connected with a wooden column body. When the connecting structure of the wooden column and the infilled wall body is used, the relative displacement of the wooden column body and the wall body can be limited from multiple angles through the tooth blocks, the hoops and the fastening bolts of the connecting pieces, large vertical and horizontal loads can be borne, the structural integrity can be guaranteed even in a severe environment, the anti-seismic and anti-wind performance of a building is effectively improved, and the service life of the building is prolonged. Meanwhile, through the double protection design of the rubber sealing strip and the waterproof sealant, moisture and rainwater can be effectively isolated outside, mould breeding and decay caused by damp of the wooden column body are avoided, the service life of the wooden column body is greatly prolonged, all the assemblies are simple in structure and convenient to install, installation can be achieved without special tools and complex processes, and the cost is low. And compared with a traditional complex connecting mode, the construction period can be remarkably shortened, and the labor cost is reduced.

This invention belongs to the field of secondary structure construction technology, specifically relating to a rapid transport trolley for AAC wall panels used in infill walls and its construction method. The trolley includes at least one portal frame assembled from scaffolding steel pipes. The bottom of the frame is equipped with casters, and a winch is fixed at the top. The winch's wire rope has hooks at its ends. Multiple lifting units can be connected via scaffolding pipes to increase load capacity. During construction, the wire rope is wrapped around the AAC wall panel and secured with hooks, with rubber sleeves added to the contact points. After lifting off the ground, the stability is checked, and once safety is confirmed, the panel is raised to the transport height. The casters are used for pushing, with the swaying of the wire rope cushioning bumps and the portal frame protecting the wall panel. After reaching the installation position, the winch lowers the wall panel onto sleepers. This invention utilizes modified materials commonly found on-site, effectively solving the problems of difficult transport and easy damage of large-size AAC wall panels. It offers high transport efficiency, good protection of the wall panels, and is economical and widely applicable.

The present application belongs to the field of civil engineering, and relates to a method for determining the size of a circular arc cut corner of a steel frame embedded filler wall. The embedded wall plate is provided with a circular arc cutout, and the circular arc cutout is located at the corner of the embedded wall plate. The steel frame embedded circular arc cut corner filler wall has good seismic performance, can delay the cracking of the wall plate, and improve the ductility of the system. The lateral stiffness of the steel frame, the lateral stiffness of the filler wall, and the width of the equivalent diagonal strut are obtained by an equivalent diagonal strut model. A group of ABAQUS finite element models are established with the size of the circular arc cut corner of the filler wall as a parameter. The width of the equivalent diagonal strut model is corrected according to the simulation results. Then, a formula for calculating the ductility coefficient of the system is derived, and a relationship curve between the circular arc cut corner and the ductility coefficient of the system is drawn. The optimal size of the circular arc cut corner is determined by the critical point. The method for determining the size of the steel frame embedded filler wall circular arc cut corner combines theoretical analysis with finite element analysis, and provides a reasonable and reliable analysis method for the application of the steel frame embedded circular arc cut corner filler wall in actual engineering.

The present invention belongs to the technical field of building shock absorption, and in particular relates to a novel shock absorption structure and a method for collecting building vibration big data. The novel shock absorption structure of the present invention includes: frame beams, frame columns, structural columns, partition walls, damper piers, and viscous dampers. The infill wall fills the space enclosed by the frame beams, frame columns, and structural columns. The damper piers are located between two infill walls. The opposite ends of the viscous damper are respectively connected to the damper piers. A vibration data collection module is provided on the viscous damper. The present invention can significantly reduce the influence range of the damper and increase the number of anchor bars connected to the damper. At the same time, it can also collect big vibration data of the building.

This utility model relates to a same-floor reinforcement structure for adding a block infill wall to an existing frame structure floor slab. It includes at least two main hanging columns, a bottom wall beam, and a partition layer. One end of each main hanging column is connected to the reinforcement frame beam, and the other end is connected to the bottom wall beam. The reinforcement frame beam, main hanging columns, and bottom wall beam form a first installation area. The block infill wall is installed within the first installation area. A partition layer is installed between the bottom wall beam and the floor level of the construction floor. Compared with existing technologies, this utility model has the advantages of having the entire reinforcement structure located within the floor where the new block infill wall is added, without affecting the normal use and operation of other floors, avoiding the need for reinforcement construction on other floors; it is not connected to the structures of other floors, thus not affecting the structural safety of other floors; and the partition layer isolates the reinforcement structure of this floor from other floors, increasing the overall structural damping of the building and improving its seismic performance.

The invention relates to a roller shutter additional thermal resistance measuring device and method, and the device comprises an infilled wall which is used for installing a roller shutter, the infilled wall is provided with a window, and the roller shutter covers the window; comprising a mounting frame arranged on the mounting side of a roller shutter, a mounting plate is arranged on the mounting frame, the roller shutter is arranged on one side of the mounting plate through a clamping assembly, the mounting frame can move in the direction close to or away from a window through a sliding assembly, the other side of the mounting plate is attached to a filler wall, and the state that the roller shutter is mounted on the filler wall is simulated; an unloading assembly is further arranged on the mounting frame and used for unloading a mounting plate arranged on the mounting frame. A storage rack is arranged above the mounting rack, and a plurality of mounting plates provided with roller shutters are arranged on the storage rack; and a plurality of roller shutters can be continuously measured. By adopting the scheme, the damage to the infilled wall is avoided, and the measurement efficiency is higher.

An extreme landform movable building module applied to a lunar lava tube belongs to the technical field of lunar building construction.The existing lunar exploration equipment in the form of a lunar rover adopts a wheel type moving mode, and has the problems of being difficult to adapt to more rugged terrain and unexplored in-tube space.The expandable main frame is provided with a lunar soil filling wall outside, the head end and the tail end of the expandable main frame are respectively provided with two groups of watertight doors in a hinged form, each group of watertight doors is inlaid with an observation window, four groups of cladding track structures are uniformly arranged in the circumferential direction around the expandable main structure, the four groups of cladding track structures are connected with the expandable main structure through a track suspension system, and a solar photovoltaic energy collection system is arranged between the two adjacent groups of cladding track structures.The extreme landform movable building module is used for adapting to the extreme landform of the lava tube and meeting the needs of moving and exploring.

The utility model discloses a raft foundation guide wall suspended formwork positioning device which comprises a plurality of reinforcing battens and a plurality of reinforcing wedges, and further comprises a positioning supporting rod, a plurality of connecting rods and a plurality of connecting rods. The mounting rod is connected to one end of the positioning supporting rod in an extending manner; the positioning rod is upwards and vertically connected to the joint of the mounting rod and the upper end of the positioning supporting rod; the outer mold supporting and limiting assembly is detachably mounted on the mounting rod; the vertical adjusting rod is vertically connected to the other end of the positioning supporting rod; the positioning piece extends upwards and is connected to the top of the vertical adjusting rod; and the inner suspended formwork supporting limiting piece is connected to the other end of the positioning supporting rod in an extending mode. Installation is convenient and efficient, the horizontal distance between the outer formwork and the hanging formwork is adjusted through the installation rods, the gaskets and the locking pieces, the requirement for the designed wall thickness is met, and it is guaranteed that a shear wall or an infilled wall does not leak water; the elevation of the hanging formwork is adjusted through the vertical adjusting rod, and the concrete construction quality is guaranteed.