5132results about "Building support scaffolds" patented technology

The invention discloses an overhead layer climbing frame wall-attached support steel truss stand column safety monitoring system fused with big data analysis, relates to the technical field of construction monitoring, and is used for solving the problem of recognition misjudgment caused by construction disturbance. According to construction behavior control signals, behavior labels are extracted, a semantic mapping relation between construction behaviors and structure responses is constructed, a behavior-driven data set is generated, a disturbance change trend is extracted through node response tensor and time difference analysis, the behavior labels are fused to construct a structure state vector, and a structure behavior distribution model is established. Analyzing the deviation degree between the current state and the model response, identifying the propagation path of the anomaly in space by combining a structure layout diagram, extracting a high-risk abnormal block mass region by adopting a diagram clustering method, analyzing the structural state change and construction behavior of the abnormal region, triggering different monitoring response strategies, and obtaining a high-risk abnormal block mass region; the structural risk identification and control in the construction process are realized, and the structural safety monitoring efficiency in the floor construction stage is improved.

The present invention relates to the technical field of construction of caissons. Disclosed are an operation platform in a caisson and a mounting method for a shaft wall formwork. The caisson platform consists of a platform base plate, a vertical rod assembly, a first horizontal support assembly and a second horizontal support assembly, wherein the rod assembly consists of a plurality of outer-ring vertical rods, a plurality of inner-ring vertical rods and central vertical rods; and the first horizontal support assembly and the second horizontal support assembly have the same structure, and each of the first horizontal support assembly and the second horizontal support assembly consists of a plurality of long diagonal support rods, a plurality of connecting rods and a plurality of short support rods. The present invention can provide supporting points for fixing inner formwork boards and, in combination with outer-ring reinforcing steel bars for outer formwork boards, can overcome impact force and lateral static pressure during concrete pouring, without needing to fix the formwork boards by using tie bolts. In addition, in a formwork assembly stage, the platform base plate can provide a working face for mounting the formwork. Thus, the present invention is convenient to operate, does not require assembly and disassembly, and can be directly hoisted and installed for use as a whole, thereby saving on time and labor.

The invention discloses a construction technology and construction equipment for a green building outer wall with a waterproof effect. The construction technology comprises the following steps that S1, a coating which is green, environmentally friendly, high in adhesion and good in waterproof, mildew-proof and anti-cracking effect is selected; s2, special building outer wall construction equipment and a coating spraying device are selected, and the building outer wall construction equipment is installed on a building facility top plate; the building outer wall construction equipment comprises a hanging basket, a steel wire rope used for hanging the hanging basket, a winding assembly used for controlling winding of the steel wire rope and a stabilizing assembly used for maintaining stable lifting of the hanging basket. And S3, a worker stands in the hanging basket, the winding assembly controls the hanging basket to ascend and descend, the coating can be evenly sprayed to the building outer wall through the coating spraying device, and the building outer wall has the good waterproof, mildewproof and anti-cracking effects. The stability of the winding assembly in the lifting process of the hanging basket can be kept, and the coating spraying effect is improved.

The present disclosure provides a cylindrical structure construction platform that both a first telescopic portion and an elastic member drive a guiding wheel to tightly abut against an outer template, adjusting radial positions of a pouring pipe and a tamping device according to an outline of the outer template by a second telescopic portion to reduce construction errors, adjusting an inclination angle of the guiding wheel by an adjusting mechanism, a slewing mechanism driving a rotary table to drive the guiding wheel to climb along a surface of the outer template, the pouring pipe is poured layer by layer from the bottom to the top of a pouring cavity to reduce a height difference during pouring for further reducing generation of air holes, the tamping device vibrates layer by layer from the bottom to the top of the pouring cavity to further eliminate the air holes.

The invention discloses a suspension cable soft platform formwork structure for silo conical shell construction and a construction method, and relates to the technical field of silo conical shell construction.The formwork structure comprises a suspension cable net system, a formwork supporting system and an intelligent monitoring system.The suspension cable net system comprises main cables and auxiliary cables which are orthogonally arranged; the main cables are radially distributed along the silo top of the silo body, and the auxiliary cables are annularly arranged along the silo top of the silo body in a closed mode. The formwork supporting system comprises an auxiliary scaffold board and a full supporting frame which are arranged in the suspension cable net system, the upper portion of the full supporting frame is of a circular truncated cone structure forming a silo conical shell, a conical shell side wall mold is arranged on the arc face of the circular truncated cone structure, and a conical shell silo top mold is arranged on the upper bottom face of the circular truncated cone structure. The intelligent monitoring system comprises a load sensor and a tilt angle sensor. According to the method, through dynamic coupling of the orthogonal suspension cable net and the modular supporting system and combination of an intelligent monitoring system, precise control over the construction process is achieved, the steel consumption is reduced, the construction period is shortened, and safety and adaptability are improved.

A working platform for building construction, comprising a working platform body (1). A rotatable protective door (11) is mounted on the surface of the working platform body (1); a supporting plate (2) is mounted on the rear surface of the working platform body (1), the supporting plate (2) is integrally in a "square-like opening" shape, and an opening allowing for persons to pass through is formed in the middle of the supporting plate (2); a lifting / lowering structure (3) is arranged between the supporting plate (2) and the working platform body (1); a positioning structure (4) used for abutting against the upper end face and the lower end face of building floorslabs and a stabilizing structure (5) used for clamping the outer end face of a floorslab and ensuring that the working platform body (1) and the supporting plate (2) ascend stably; and the positioning structure (4) comprises two stabilizing bases (41), and one side of each stabilizing base (41) is fixedly connected to the supporting plate (2). Two sets of positioning plates (42) abut against the upper floorslab and the lower floorslab of a corresponding floor to position the working platform, holes are not required to be formed in the floor outer wall to mount scaffold stand columns, disassembly and assembly are convenient, and adjustment is flexible.

The invention particularly relates to a control tower building machine and a curtain wall mounting system thereof, and relates to the technical field of building equipment, the control tower building machine comprises a cylindrical control tower, a plurality of foundation embedded parts arranged on the periphery of the cylindrical control tower in a surrounding manner, a foundation bottom section fixedly locked on the tops of the foundation embedded parts, and a plurality of connecting sections spliced and locked on the upper side of the foundation bottom section; a plurality of ring beam sleeve frames are arranged on each vertical stand in a sliding and sleeving mode, a reinforcing and supporting assembly capable of being rapidly disassembled and assembled is additionally arranged between the foundation bottom section and the connecting section, and the reinforcing and supporting assembly is locked and fixed to the bottom face auxiliary support through ground nails. The foundation bottom section and the connecting section are effectively clamped together through the four outer sleeve rods, the connecting tightness is improved, the foundation bottom section and the connecting section are limited in the front-back direction, the left-right direction, the upper direction and the lower direction, dislocation and collapse of the foundation bottom section and the connecting section are avoided, the good supporting effect on the foundation bottom section can be achieved, and the using strength is improved.

A method of assembling a modular space frame support system includes providing a first frame including at least four interconnection structures, at least four joists, and a plurality of interconnection structure brackets. The method further includes providing a second frame including at least four interconnection structures, a plurality of interconnection structure brackets, and at least one of four chords or four joists, each of the interconnection structure brackets coupled between a first end and a second end of a respective one of the interconnection structures. The method further includes providing at least one of a diagonal chord and a vertical support and coupling the at least one of the diagonal chord and the vertical support to at least one of the interconnection structure brackets of the first frame and at least one of the interconnection structure brackets of the second frame.

The invention relates to the technical field of building construction equipment, and discloses a supporting system for supporting a curtain wall construction hanging basket at a light well to be stressed through a scaffold. The system comprises a scaffold stress monitoring module, a hanging basket attitude calculation module, a supporting force distribution module, a structural deformation early warning module and a self-adaptive leveling module. The scaffold stress monitoring module collects and processes stress data; the hanging basket attitude resolving module generates a dynamic balance parameter; the supporting force distribution module optimizes a supporting force distribution path; the structural deformation early warning module predicts a deformation trend and outputs an early warning level; and the self-adaptive leveling module adjusts the hydraulic expansion amount of the scaffold supporting legs to calibrate the level of the hanging basket platform. All the modules work cooperatively, real-time monitoring and precise control over scaffold stress and hanging basket postures are achieved, construction safety can be effectively improved, construction precision and efficiency can be improved, and the system further has the self-adaptive adjustment capacity so as to adapt to the complex construction environment and meet the curtain wall construction requirement of a light well.

The invention provides a cylinder-like building construction steel platform and a construction method, and relates to the technical field of building construction equipment, the cylinder-like building construction steel platform comprises a plurality of vertical frames, a climbing assembly, a top platform and a suspension, and the vertical frames are arranged on the ground and are distributed around a to-be-constructed cylinder-like building; the number of the climbing assemblies is the same as that of the vertical frames, the climbing assemblies are arranged on the vertical frames in a one-to-one correspondence mode, all the climbing assemblies are located in the same horizontal plane, and each climbing assembly comprises two connecting units vertically arranged on the corresponding vertical frame. The overall supporting frame is arranged on the ground, the top platform is erected on the vertical frame, the suspension is installed through the top platform, the suspension forms the surrounding foundation, a constructor conducts construction operation through the surrounding foundation, and for construction operation at different heights, the top platform can be driven to move through the climbing assembly, the construction operation height is adjusted, and the construction efficiency is improved. Therefore, efficient and rapid construction operation of the quasi-cylindrical building is achieved.

The utility model discloses an integrated skid-mounted device of double vertical sand removers, which relates to the technical field of shale gas sand removal and comprises a skid-mounted base, a sand remover body and a process pipeline connected with the sand remover body, a gas inlet is arranged at the upper end of the sand remover, a gas outlet is arranged at the lower end of the sand remover, and a drain outlet is arranged at the bottom of the sand remover. The two vertical sand removers are parallelly suspended on the prying base, the sand removers are provided with maintenance platforms, and the maintenance platforms are provided with ladders and guardrails; the process pipeline comprises a gas inlet pipeline and a gas outlet pipeline; one end of the gas inlet pipeline is connected with a gas inlet of a high-layer desander; the other end of the gas inlet pipeline is connected with a low prying base in parallel; one end of the gas outlet pipeline is connected with a gas outlet of the high-layer desander and the other end of the gas outlet pipeline is connected with the low prying base in parallel; one end of the blow-off pipeline is connected with a blow-off port of the high-layer desander, and the other end of the blow-off pipeline is connected with the low prying base in parallel. The desander can be used for desanding efficiently, and is high in integration level, simple to mount and easy to carry.

The invention discloses a separating and rotating type high-altitude corridor system construction platform and a construction method thereof. The platform comprises a first-stage mounting hole, a second-stage mounting hole, an additional supporting beam and a second-stage supporting beam. The supporting assembly comprises a panel, beam side and plate bottom support and a safety protection assembly. A detachable middle supporting assembly and a temporary support with the adjustable length are adopted, after corridor structure construction is completed, hoisting equipment is used for completing construction, a double-beam assembly composed of a transverse main beam and a longitudinal secondary beam is downwards hoisted to a second-stage mounting hole and a second-stage supporting beam, secondary reconstruction is conducted, and a corridor decoration platform is applied. Pressure relief is achieved by controlling and lowering the temporary support, and the separation difficulty of the middle supporting assembly is greatly reduced. In addition, according to the method, the combination process of the transverse main beams and the longitudinal secondary beams or small beams is completed on the ground, and safe, modularized and efficient splicing construction is achieved.

The invention discloses a pull-up adjustable flower basket type out-of-wall cantilever frame and a mounting method of the pull-up adjustable flower basket type out-of-wall cantilever frame. Comprising an overhanging arm (1), an overhanging connecting structure fixed to the end of the overhanging arm (1), an overhanging arm embedded part clamped with the overhanging connecting structure, a flower basket rod (2) fixed to the top of the overhanging arm (1) and used for providing pulling force, an upper embedded part (3) connected with the flower basket rod (2), a supporting rod (8) connected with the bottom of the overhanging arm (1) in an inserted mode and used for providing supporting force, and a lower embedded part (9) connected with the supporting rod (8) in an inserted mode. The overhanging arm (1) comprises a telescopic arm (102) and a telescopic clamping plate (103), and the length of the overhanging frame is flexibly adjusted by adjusting the matched arrangement of the telescopic arm (102) and the telescopic clamping plate (103); the shape of the overhanging connecting structure can be adjusted according to different use environments, the overhanging arm (1) is fixed to an outer wall by being matched with different overhanging arm embedded parts, and installation and adjustment of the device in different environments are achieved. By means of the combined system, limiting supporting and bearing capacity dispersion of the cantilever frame can be achieved.

The construction platform comprises two moving tables symmetrically arranged on the two sides of the cylindrical pier, the two moving tables are made to be away from or close to each other through a translation driving mechanism, a supporting beam assembly shares loads of the moving tables, and a lifting driving mechanism drives the moving tables to ascend and descend synchronously. When the jacking mechanism is in place, the bottom of the supporting beam assembly is jacked to complete supporting system conversion, and the structure of each assembly and the construction method steps are described in detail. The technical effects that repeated self-lifting construction can be achieved, an avoiding space can be provided for moving of the moving table, supporting system conversion is effectively achieved, the construction efficiency and convenience are improved, and construction of the straining beam and the capping beam in the cylindrical pier is completed are achieved.

The invention discloses a construction integration platform which comprises a supporting power system, a supporting power system, a supporting power system, a supporting power system and a supporting power system, and the supporting power system is used for being installed on a constructed shell; the platform system comprises a vertical frame, a first bearing platform and a second bearing platform, the first bearing platform and the second bearing platform are arranged at the top end of the vertical frame and extend out of the two sides of the vertical frame, and the bearing power system is connected with the vertical frame and used for driving the platform system to ascend and descend. The inner hanging frame is mounted at one end of the first bearing platform; the outer hanging frame is installed on the second bearing platform, the outer hanging frame and the inner hanging frame are arranged in a spaced mode, and the top of the outer hanging frame is flush with the top of the inner hanging frame. According to the construction integration platform, equal-elevation synchronous construction can be conducted on the inner shell and the outer shell from the inner hanging frame and the outer hanging frame, the workshop construction progress is accelerated, and the construction efficiency is improved.

The invention discloses a concrete cantilever structure pull-up formwork construction method which is characterized by comprising the following steps: load calculation and component model selection; pre-burying the U-shaped bolts; pre-burying the upper-section pull rod; i-shaped steel end connecting plates are welded, and double-layer angle steel connecting plates are welded to the cantilever ends of the I-shaped steel; i-shaped steel cantilever girders are installed; assembling a pull rod system; the pull rods are fastened and leveled with a system, the two pull rods are synchronously fastened, the double rods are ensured to simultaneously advance and retreat during adjustment of an adjusting device, and a level gauge is used for observation and leveling after initial adjustment; the formwork frame and the safety enclosure are installed; pull rod pre-tensioning and deflection monitoring are carried out, pre-tension force is applied through an adjusting device, the deflection of the cantilever end is detected, monitoring points are arranged, and a deformation early warning mechanism is established; regulating and controlling concrete pouring; and removing the mold and recycling. The overhanging structure is high in anti-overturning capacity and suitable for large-span and special-shaped overhanging structures, and the safety is remarkably improved.

An adjustable ladder platform is an apparatus that aids in keeping extension ladders on firm, level footing having an open base frame that sits directly on the unlevel ground, roof surface, pavement or the like a flat surface, similar to a small tabletop that supports the feet of the extension ladder. The two components are then hinged together at one side of the frame. Then the opposite side is supported by two adjustable arms that are attached by bolts and wingnuts that can be attached and removed without tools. The arms are provided with multiple holes to accommodate varying grades. One side of the device is provided with an attached bubble level to ensure levelness of the upper platform to ensure safety. Finally, one side of the device is provided with a handle to facilitate transport.

The invention belongs to the technical field of roof overhanging construction, and particularly discloses a steel structure roof overhanging bottom decoration construction operation platform and a construction method.The operation platform comprises a locking positioning assembly, a height adjusting assembly and an operation platform; the two locking and positioning assemblies are detachably connected with the upper flange or the lower flange of the outer steel beam and the upper flange or the lower flange of the inner steel beam correspondingly. The height adjusting assembly comprises a hanging rail arranged at the bottom end of the locking positioning assembly and a connecting terminal arranged between the hanging rail and the working platform, and the contact surface of the connecting terminal and the hanging rail is provided with tooth structures meshed with each other. The two ends of the operation platform are detachably connected with the two height adjusting assemblies through connecting bolts correspondingly. The inner steel beams and the outer steel beams with different widths are stably connected through the locking and positioning assemblies respectively, and the operation platform is kept horizontal by adjusting the meshing positions of the corresponding hanging rails and the connecting terminals.

The utility model discloses an easy-to-disassemble steel structure construction platform which comprises a plurality of rows of first frame bodies and second frame bodies, the first frame bodies and the second frame bodies enclose a steel pylon and are connected with each other, and the first frame bodies and the second frame bodies are respectively connected with the steel pylon through bolts. The first frame body comprises a first supporting plate in bolted connection with the steel pylon and provided with a plurality of first connecting screw holes and a first walkway located at the upper end of the first supporting plate, and the second frame body comprises a second supporting plate in bolted connection with the steel pylon and provided with a plurality of second connecting screw holes and a second walkway located at the upper end of the second supporting plate. A first guardrail and a second guardrail are arranged on the upper portion of the first walkway and the upper portion of the second walkway respectively, the first walkway is further provided with a climbing plate, the climbing plate is connected with a ladder stand arranged in the vertical direction in a penetrating mode, and the ladder stand is connected to other adjacent first frame bodies in the height direction in the vertical direction. According to the utility model, adverse effects on the steel pylon can be reduced, the construction platform is convenient to mount and dismount, the construction efficiency of the steel pylon is improved, the safety is high, and economy and practicability are realized.

The present invention discloses a climbing scaffold with one or more working levels, which includes an anchoring unit with main brackets supporting at least one assisting mechanism that is integral with a formwork unit; the anchoring unit is anchored to a wall and additionally, a second level can be attached, which includes a telescopic structure supporting a safety net for falling objects. The climbing scaffold includes passage or work platforms with safety measures such as guardrails conveniently arranged, and furthermore, the climbing scaffold is primarily stiffened with transverse beams.

The invention relates to a climbing system (1) comprising a first anchoring shoe (17) intended to be fastened to an already erected first wall section (11). The climbing system (1) further comprises a climbing drive (18) comprising a first drive component (28) and a second drive component (27), wherein the first drive component (28) and the second drive component (27) are movable relative to one another. The climbing system (1) further comprises a work platform (3) intended to be fixed to the first drive component (28) of the climbing drive (18), and a climbing shoe (16) intended to be fixed to the second drive component (27) of the climbing drive (18). The climbing shoe (16) is designed to be fixed to the first anchoring shoe (17). The invention further relates to a method for moving such a climbing system.

The invention relates to the field of fabricated buildings, and particularly provides a double-track photovoltaic panel glass curtain wall plate mounting structure. The device comprises a wall body and a supporting cross beam, an inner sliding rail and an outer sliding rail are installed at the bottom of the supporting cross beam, and a first winch and a second winch are installed on the inner sliding rail and the outer sliding rail correspondingly. The two sets of limiting wheels on the inner side of the sliding frame also move along with the sliding frame and accurately abut against and limit the traction rope, the transverse position of the hoisting frame and the transverse position of the curtain wall plate adsorbed to one side are effectively adjusted, and therefore the relative distance between the curtain wall plate and the hanging basket and the relative distance between the curtain wall plate and the wall are changed, and an operator can adjust the position of the curtain wall plate according to the specific installation environment. The transverse position of the curtain wall plate can be quickly and accurately adjusted, the installation convenience of the curtain wall plate is remarkably improved, and the safety in the installation process is greatly improved.

The present invention discloses a highly integrated intelligent construction platform for use in the construction of a building's main structure. The platform comprises a Bailey frame and supporting columns. A cantilever support frame is connected below the supporting columns, which is connected to a support guide rail and a lifting mechanism. One end of the Bailey frame extends out of the building's main structure and is connected to a trolley crane. A material distributing machine, a top scaffolding board, a mobile house, a canopy, and a sprinkler system are integrated above the Bailey frame. A lifting material distributing platform is provided below the trolley crane. A construction elevator is provided on the side of the Bailey frame near the mobile house. The support guide rail and the lifting material distributing platform are both connected to a plurality of wall guide seats. A connecting frame is connected between a plurality of supporting columns on the same side. A plurality of groove-shaped structural members are provided on the side of the Bailey frame. The beneficial effects of the present invention are: achieving multi-functional high integration, greatly improving the working efficiency of the intelligent construction platform, reducing manual labor and the need for other external equipment, and achieving cost reduction and efficiency improvement; and convenient lifting and high safety.

The utility model relates to the technical field of lifting scaffolds, in particular to an attached lifting scaffold guide seat. A back shore frame is arranged on the base upwards, a back shore pin shaft is rotationally installed in the back shore frame, an unloading back shore is installed on the back shore pin shaft, an anti-falling pin shaft is rotationally installed in the base, an anti-falling swing block is arranged on the anti-falling pin shaft, torsional spring pin shafts are arranged on the two sides in the base respectively, and first torsional springs are arranged at the two ends of the anti-falling pin shaft respectively. Excitation teeth are arranged on the front side of the anti-falling swing block, a first limiting pin shaft is arranged at the position, located above the rear side of the anti-falling pin shaft, in the base, and reset structures are arranged on the two sides of the lower end of the anti-falling swing block correspondingly; according to the guide seat, the anti-falling swing block is designed, an excitation tooth and a reset structure are utilized, the anti-falling swing block is driven to automatically swing in the ascending process of the scaffold, and therefore when the scaffold falls, the anti-falling swing block can be automatically inserted into the ladder stop, falling stopping of the scaffold is achieved, and accidental injuries are prevented; the guide seat is provided with a reset structure, and flexible reset can be achieved in the swing process of the anti-falling swing block.

The present disclosure describes a platform assembly for a monopole. The platform assembly includes a plurality of T-arm assemblies. Each T-arm assembly has a platform frame including a pair of support members, a pair of brace members coupled to and extending between the pair of support members, at least two grating edge members coupled to the support members, and a pair of gratings, each grating coupled to a grating edge member and one of the brace members such that the pair of gratings are separated to define an opening therebetween. Each T-arm assembly further includes an adjustable arm member configured to move relative to the support members and a pair of locking mechanisms, each locking mechanism coupled to a respective support member and configured to secure the adjustable arm member in a desired position in relation to the platform frame. Other platform assemblies and related antenna assemblies are described herein.

The invention relates to the technical field of building construction, and discloses a hanging basket device of a large-area inclined glass curtain wall in order to solve the problems of low installation efficiency and high cost in the prior art, the hanging basket device of the large-area inclined glass curtain wall comprises a roof grid structure and a hanging basket assembly, and the hanging basket assembly comprises a lifting rope and a pulling rope; the lifting rope and the traction rope are connected with the roof grid structure and the ground platform, the hanging basket body is arranged on the lifting rope and the traction rope, and the lower end of the traction rope penetrates through the fixed pulley to be connected with the chain hoist. The construction method comprises the steps that after the hanging basket device is installed, the hanging basket device and indoor glass are hoisted synchronously; the traction rope is straightened through the fixed pulley and the chain hoist and is consistent with the curtain wall in inclination; the pulling rope is adjusted through the lifting rope and the hanging basket direction control equipment until the hanging basket and the indoor inclined glass curtain wall rise obliquely; after installation is completed, the hanging basket is obliquely lifted to another area, and then installation circulation is conducted again till construction is completed; and the platform is dismantled after installation is completed. Compared with a traditional scaffold erecting method, the construction cost is remarkably reduced.

An expandable multifunctional integrated-construction skyscraper building platform and a construction method using the same are provided. The expandable multifunctional integrated- construction skyscraper building platform includes: a building foundation part, including an underground level, a basement level and a ground level which form a main body; an external frame part, a bottom of the external frame part being fixed deep into the underground level, and a top of the external frame part running through the basement level and the ground level to reach upper air such that lifting platform parts arranged on the external frame part are capable of going up from the underground level for construction; a transportation elevator part and a three-layer enclosure part, mounted on the building foundation part; a top transfer part, mounted on a Chinese character “Ri” frame at a top of the external frame part; and a carrying tower.

The utility model belongs to the technical field of building construction, and particularly relates to a hanging basket tool. Comprising a horizontally-moving device arranged at the bottom of the hanging basket, the horizontally-moving device comprises a rolling assembly and a lifting assembly, the rolling assembly can make the hanging basket rotate and move through rollers, and the lifting assembly can adjust the length of the lifting assembly to adjust the height of the hanging basket so that the hanging basket can be located at the horizontal position. The utility model has the advantages and positive effects that: due to the adoption of the technical scheme, materials can be obtained locally on site, processing and manufacturing are simple and convenient, mounting and dismounting are quick, the height can be adjusted according to different ground conditions, time and labor are saved, and the construction period is shortened.

A portable, handheld system designed for anchoring and securing ladders, pump jack scaffolding, and walkways on pitched roofs or inclined surfaces. The invention includes three platform configurations, each with a variable pitch adjustment for leveling across multiple roof angles: (1) a ladder stop platform equipped with a 360-degree stop mechanism for multi-directional ladder stabilization; (2) a pump jack platform that provides a stable base for supporting pump jack systems and scaffolding; and (3) a walkway platform configured with parallel plank attachment bars and integrated guardrails for safe foot traffic. Each platform features anchor beds for secure attachment to structural elements like roof trusses and reinforced lateral rib members for uniform load distribution, enhancing structural integrity and load-bearing capacity across the system.