CN210316179U - Assembled building block and assembled building block lock anchor wall building system - Google Patents

Assembled building block and assembled building block lock anchor wall building system Download PDF

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CN210316179U
CN210316179U CN201920735691.8U CN201920735691U CN210316179U CN 210316179 U CN210316179 U CN 210316179U CN 201920735691 U CN201920735691 U CN 201920735691U CN 210316179 U CN210316179 U CN 210316179U
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energy
saving
building blocks
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building
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李志文
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The assembled building block includes two kinds, one is common assembled building block and one is energy saving assembled building block. The assembled building blocks are characterized in that the adjacent building blocks in the vertical direction are in mortise-tenon joint by adopting the arranged tongue-and-groove tenons (5), the joint faces of the adjacent building blocks in the vertical direction and the horizontal direction are provided with the water stop glue (3), the assembled building blocks are all single-rib joint side plates and end opening structures, the connection of structural vertical steel bars is not influenced, and the assembled building blocks can be combined into a wall body with various structural forms; the building block has simple structure, easy processing and production and convenient transportation; the construction is simple and efficient, the effect of assembly type construction is achieved by using a traditional construction method, the connection of the construction method adopts a vertical anchor and vertical lock structure, the wall body is restrained, the integrity and the stability of the wall body are improved, and the anti-seismic performance of the wall body is improved. The added water and electricity pre-embedding and decoration functions can also greatly improve the integration level of the wall body, and are beneficial to realizing the building industrialization.

Description

Assembled building block and assembled building block lock anchor wall building system
Technical Field
The utility model relates to an assembled building block for building specifically is wall body, roof beam and the post that adopts this kind of assembled building block assembly.
Background
With the strong national push for fabricated buildings. Fabricated structures and building systems are widely used. At present, the prefabricated wall panels with more applications have high requirements on connection technology and installation precision, and the construction quality is not easy to control; and the prefabricated wall panels are different in size, long in single-piece size and large in weight, special transportation equipment and heavy hoisting equipment are needed, and the difficulty and cost of component transportation and hoisting are increased. The existing assembly type building blocks also have the problems that the connection with vertical steel bars of a wall body is not convenient enough, the existing assembly type building blocks cannot be effectively combined into a whole with a cast-in-place structure, and the anti-seismic performance is low.
Disclosure of Invention
The utility model provides an assembled building block and assembled building block lock anchor wall body building system to solve the transportation of assembled wall body, hoist and mount degree of difficulty big and with high costs, vertical steel bar connection is not convenient and the not wayward problem of construction quality.
The technical scheme adopted by the invention for solving the technical problems is as follows:
the assembly type building block comprises a common assembly type building block and an energy-saving assembly type building block. The common assembly type building blocks comprise common main building blocks, common corner building blocks, common end building blocks, common 1/2 end building blocks, common bottom sealing corner building blocks and common bottom sealing end building blocks; the common type fishplate bar building blocks, the common type reinforced building blocks, the common type hydropower embedded building blocks and the common type lintel. The energy-saving assembled building blocks comprise energy-saving main building blocks, energy-saving corner building blocks, energy-saving end building blocks, energy-saving 1/2 end building blocks, energy-saving back cover building blocks, energy-saving fishplate bar building blocks, energy-saving reinforcement building blocks, energy-saving hydroelectric embedded building blocks and energy-saving lintels.
The assembled building blocks are characterized in that adjacent building blocks in the vertical direction are connected through tongue-and-groove mortise-tenon joints arranged on the upper surface and the lower surface of the side plates and the end side plates, water-stopping adhesive tapes are arranged in concave tenons on the inner sides of the bottom surfaces of the side plates and the end side plates, and water-stopping adhesive tapes are vertically arranged on the side plates on the two sides of the connecting surface of the adjacent building blocks in the horizontal direction and the end side plates (the water-stopping adhesive tapes are arranged in a pre-embedding manner.
The general main building block is composed of two parallel side plates and a reinforcing connecting rib vertically connected between the two side plates, the main building block is in an H-shaped structure with openings at two ends, and the upper surface and the lower surface of the reinforcing connecting rib and the side plates at two sides have height difference to form a horizontal through hole.
The common type corner building block is a G-shaped building block, the opening width of the G-shaped building block is the width of a common type main building block, the upper end of the building block is provided with an end side plate, the length of the end side plate is 1/2 of the length of the common type main building block, the lower end of the building block is provided with a reinforcing connecting rib, and the common type corner building block is divided into a common type left corner building block and a common type right corner building block according to the opening direction.
The common type end building block is formed by adding an end side plate to one end of a common type main building block, and a vertical rib gap is arranged in the middle of the end side plate.
The common 1/2 end building block is a C-shaped building block and consists of two side plates and an end side plate connected with the two side plates, wherein the length of the side plate is 1/2 of the length of the main building block.
The common type back cover building block comprises two parallel side plates and a back cover plate connected with the side plates, two rib passing holes are formed in the length position of the back cover plate 1/4, an embedded connecting nut of a vertical anchor rod is arranged at the length position of the other end 1/4, and the centers of the rib passing holes and the nuts are longitudinally and transversely symmetrical.
The common bottom-sealed corner building block is composed of two side plates and a bottom sealing plate which are vertically connected, and the length of the two side plates is 1/2 of the length of the main building block.
The common type end block with the sealed bottom is formed by adding a sealed bottom plate to the common type end block with the 1/2 sealed bottom.
The common type joint plate building block is formed by cutting the overlapped part of the common type main building block and the side plates on the two sides of the plate connecting surface reinforcing connecting rib, and connecting holes are formed in the cut building blocks.
The common type reinforced building block is formed by adding a stay bar at the transverse center of a reinforced connecting rib of a common type main building block to connect and reinforce an embedded nut.
The common type hydroelectric pre-embedded building block is formed by adding a hydroelectric pre-embedded pipeline box on a side plate of a common type main building block.
The common lintel is a cuboid block, and the support length ranges of two ends of two corners of the upper surface and two corners of the lower surface of the cuboid block are provided with connecting tongue-and-groove tenons.
The energy-saving main building block is formed by adding an energy-saving insulation board on the inner side of a side plate on one side of a common main building block and vertically adding a reinforcing energy-saving insulation board in the center of a reinforcing connecting rib, the width of the energy-saving main building block and the width of the reinforcing connecting rib are correspondingly increased, and the added value is the thickness of the energy-saving insulation board.
The energy-saving corner building block is characterized in that energy-saving insulation boards are additionally arranged on the inner sides of an end side plate and a side plate connected with the end side plate of a common corner building block, a reinforced energy-saving insulation board is vertically additionally arranged in the center of a reinforced connecting rib, the width of the energy-saving corner building block and the width of the reinforced connecting rib are correspondingly increased, the added value is the thickness of the energy-saving insulation board, and the energy-saving corner building block is divided into an energy-saving left corner building block and an energy-saving right corner building block according to the opening.
The energy-saving end building block is formed by adding energy-saving insulation boards on the inner sides of side plates on one side of the common end building block, the inner sides of side plates connected with the side plates and the cross rib seams, and vertically adding reinforcing energy-saving insulation boards in the centers of reinforcing connecting ribs, wherein the width of the energy-saving end building block and the width of the reinforcing connecting ribs are correspondingly increased, and the added value is the thickness of the energy-saving insulation boards.
The energy-saving 1/2 end block is formed by adding continuous energy-saving heat-insulation plates between the inner side of one side plate and the middle of the end side plate of the common 1/2 end block, and the end side plate is disconnected due to the fact that the energy-saving plate is arranged in the middle, so that three reinforcing ribs are arranged for connection.
The energy-saving back cover building block is characterized in that an energy-saving insulation board is additionally arranged on the inner side of a side plate of a common back cover building block, a reinforcing energy-saving insulation board is additionally arranged in the longitudinal middle of a back cover plate, the energy-saving insulation board and the reinforcing energy-saving insulation board are arranged in a sawtooth-shaped staggered mode within the thickness range of the back cover plate, two rib holes are formed in the 1/4 of the back cover plate, vertical anchor embedded connecting nuts of vertical anchor rods are arranged in the 1/4 of the other end of the back cover plate, the centers of the rib holes and the vertical anchor embedded connecting nuts are longitudinally and transversely symmetrical, the width of the building block is correspondingly widened.
The energy-saving type joint plate building block is formed by cutting the overlapping parts of the energy-saving type main building block and the side plates on the two sides of the plate connecting surface reinforcing connecting rib, and connecting holes are formed in the cut building block.
The energy-saving reinforced building block is formed by adding a stay bar at the transverse center of a reinforced connecting rib of an energy-saving main building block to connect and reinforce an embedded nut.
The energy-saving type hydroelectric embedded building block is formed by additionally arranging an embedded hydroelectric pipeline box on a side plate of an energy-saving type main building block.
The energy-saving lintel is formed by additionally arranging an energy-saving insulation board in the longitudinal middle of a common lintel.
The wall building system assembled by the assembly type building blocks comprises an assembly type building block lock-anchor hollow wall building system, an assembly type building block lock-anchor frame structure hollow wall building system and an assembly type building block lock-anchor full cast-in-place structure wall building system, wherein the assembly type building block lock-anchor frame structure hollow wall building system is formed by assembling the common assembly type building blocks; the energy-saving assembly type building block lock-anchor hollow wall building system, the energy-saving assembly type building block lock-anchor frame structure hollow wall building system and the energy-saving assembly type building block lock-anchor full cast-in-place structure wall building system are formed by assembling the energy-saving assembly type building blocks.
The assembly type building block lock anchor hollow wall building system is characterized in that: the building block is formed by assembling the common assembly type building blocks (common main building blocks, common corner building blocks, common end building blocks, common 1/2 end building blocks, common bottom sealing corner building blocks, common bottom sealing end building blocks, common fishplate bar building blocks, common reinforcing building blocks, common hydroelectric embedded building blocks and common lintels), wherein the common bottom sealing building blocks, the common bottom sealing corner building blocks and the common bottom sealing end building blocks are positioned at the bottommost layer of a wall body and a horizontal layer needing to be provided with a ring beam, the common fishplate bar building blocks are arranged on the horizontal layer connected with a floor slab, the common reinforcing building blocks are only used for the wall body needing temporary reinforcing and supporting in the construction process, and the rest layers adopt the common main building blocks, the common corner building blocks, the common end building blocks, the common 1/2 end building blocks, the common embedded building blocks, Assembling the common lintel, and keeping vertical staggered joints between adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor longitudinal locking structure, the vertical anchor longitudinal locking structure is characterized in that a vertical anchoring screw is anchored on a bottom plate vertical anchor embedded nut of the common bottom-sealing building block, a steel backing plate is arranged on a top layer building block of the vertical anchoring screw, a nut at the top end of the screw is screwed to vertically anchor the wall (the vertical anchoring screw can be replaced by a vertical reinforcing steel bar of the wall, the reinforcing steel bar is connected by a straight thread sleeve), then a longitudinal locking screw is adopted to longitudinally lock reinforcing connecting ribs of the building blocks at two ends of the same layer of the wall, so that the wall forms a longitudinal locking structure, the vertical anchor and the longitudinal lock can be continuously arranged in a segmented mode, and the number of the vertical anchor and the longitudinal lock of each wall is; if the wall body is too high and too long, reinforced concrete is arranged in a vertical hole formed by combining the common main building blocks and the common corner building blocks to form a constructional column (a horizontal through hole in the constructional column is blocked by a foam board), reinforced concrete is arranged in a longitudinal cavity formed by combining the common bottom sealing building blocks, the common main building blocks and the common bottom sealing end building blocks to form a ground girth and a ring beam, and the constructional column is connected with the ground girth and the ring beam to form a closed structure. The assembly type building block lock anchor hollow wall building system is suitable for enclosing walls, temporary buildings and low-rise buildings.
The construction method of the assembly type block lock anchor hollow wall building system comprises the following steps:
a. leveling and tamping the ground of the wall to be built;
b. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
c. installing ground ring beam steel bars, installing vertical anchoring screws and constructional column inserting bars, and pouring ground ring beam concrete;
d. mounting constructional column steel bars, mounting second-layer building blocks and longitudinally locking the building blocks;
e. mounting a third layer of top-layer building blocks, mounting the common hydroelectric embedded building blocks at hydroelectric points of the wall body, inserting and mounting hydroelectric pipelines, and mounting a next layer after the middle layer is required to be longitudinally locked and the lock is required to be checked and corrected;
f. and (3) installing the first-layer building block of the next floor, installing a longitudinal locking screw, installing a vertical anchoring screw, and pouring constructional columns and top ring beam pressing concrete.
Assembly type building block lock anchor frame construction hollow wall body building system, its characterized in that: the wall body is formed by combining a floor beam and a frame structure beam which are formed by arranging a reinforced concrete beam in a longitudinal cavity formed by combining the common main building block, the common bottom sealing corner building block and the common bottom sealing end building block, and finally filling the wall body between the frame column and the frame beam by using the common main building block, the common end building block, the common 1/2 end building block, the common floor slab layer building block, the common reinforcement building block, the common hydropower embedded building block and the common lintel mounting filling wall body, wherein the common bottom sealing building block, the common bottom sealing corner building block and the common bottom sealing end building block are positioned at the bottommost layer of the wall body and the bottom layer of the frame beam, the common type fishplate bar building blocks are arranged on the horizontal layers connected with the floor slab, the common type reinforcing building blocks are only used for the wall body needing temporary reinforcing and supporting in the construction process, the common type end building blocks, the common type 1/2 end building blocks and the common type lintel are used for assembling the periphery of the door and window opening, and vertical staggered joints are kept between the adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor vertical locking structure, the vertical anchor vertical locking structure is characterized in that a vertical anchoring screw is anchored on a bottom plate vertical anchor embedded nut of a common bottom-sealing building block, a steel backing plate is arranged on a top layer building block of the vertical anchoring screw, a nut at the top end of the screw is screwed up to vertically anchor the wall (the vertical anchoring screw can be replaced by a vertical reinforcing steel bar of the wall, the reinforcing steel bar is connected by a straight thread sleeve), then a vertical locking screw is adopted to vertically lock the reinforced connecting ribs of the building blocks at the two ends of the same layer of the wall, so that the wall forms a vertical locking structure, the vertical anchor and the vertical lock can be continuously arranged in a segmented mode, and the number of vertical anchors and vertical locks of each wall. The assembly type building block locking and anchoring frame structure hollow wall building system is suitable for low-rise buildings and multi-story buildings.
The construction method of the assembly type building block lock-anchor frame structure hollow wall building system comprises the following steps:
a. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
b. installing and binding reinforcing steel bars and stirrups at the bottom row of the ground beam, and installing vertical anchor screws (the vertical anchor screws can be replaced by vertical reinforcing steel bars of frame columns, and the reinforcing steel bars are connected by straight thread sleeves);
c. installing building blocks in the range from the second layer to the top of the ground beam, binding ground beam waist ribs and gluten along with the second layer, installing the first layer of building blocks on the ground beam, and performing longitudinal locking;
d. installing frame column joint bars, pouring ground beam concrete, and protecting the building block rabbet connecting tenons by adopting a plastic film before pouring the concrete;
e. installing a second layer on the ground beam to the building blocks at the bottom layer of the frame beam, binding frame column stirrups along with the layers, installing the common water and electricity embedded building blocks at the water and electricity points of the wall body, inserting and installing water and electricity pipelines, and installing a next layer after the middle layer is required to be longitudinally locked and the lock checking is qualified if the middle layer is required to be longitudinally locked;
f. installing a first layer of building blocks (common bottom-sealed building blocks) of the frame beam, installing and binding bottom-row steel bars and stirrups of the frame beam, installing building blocks in a range from a second layer of the frame beam to a beam top, installing and binding waist bars and gluten of the frame beam along with the second layer, installing the first layer of building blocks on the frame beam, and performing longitudinal locking;
g. and (3) installing the first-layer building block of the next floor, installing a longitudinal locking screw, installing a vertical anchoring screw, installing a wall body diagonal bracing pull rod, and pouring frame column and frame beam concrete. And entering the next floor for construction.
The assembled building block lock anchor full cast-in-place structure wall building system is characterized in that: the wall comprises a hollow wall body and a full cast-in-place structural wall body, wherein the hollow wall body is formed by assembling the common assembly type building blocks (common main building blocks, common corner building blocks, common end building blocks, common 1/2 end building blocks, common bottom sealing corner building blocks, common bottom sealing end building blocks, common fishplate bar building blocks, common reinforced building blocks, common hydroelectric embedded building blocks and common lintels), the full cast-in-place structural wall body is formed by additionally arranging structural steel bars and cast concrete in the hollow wall body, the common bottom sealing building blocks and the common bottom sealing corner building blocks are arranged at the bottommost layer of the wall body, the common fishplate bar building blocks are arranged on a horizontal layer connected with a floor slab, the common reinforced building blocks are only used for the wall body needing temporary reinforcement and support in the construction process, and the rest layers are formed by the common main building blocks, the common corner building blocks, the common end building blocks, the common 1/2, Assembling a common reinforced building block, a common hydroelectric embedded building block and a common lintel, and keeping vertical staggered joints between adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor vertical locking structure, the vertical anchor vertical locking structure is characterized in that a vertical anchoring screw is anchored on a bottom plate vertical anchor embedded nut of a common bottom-sealing building block, a steel backing plate is arranged on a top layer building block of the vertical anchoring screw, a nut at the top end of the screw is screwed up to vertically anchor the wall (the vertical anchoring screw can be replaced by a vertical reinforcing steel bar of the wall, the reinforcing steel bar is connected by a straight thread sleeve), then a vertical locking screw is adopted to vertically lock the reinforced connecting ribs of the building blocks at the two ends of the same layer of the wall, so that the wall forms a vertical locking structure, the vertical anchor and the vertical lock can be continuously arranged in a segmented mode, and the number of vertical anchors and vertical locks of each wall. The assembly type building block locking and anchoring full cast-in-place structure wall building system is suitable for low-rise buildings, multi-story buildings and high-rise buildings.
The construction method of the assembly type building block lock anchor full cast-in-place structure wall building system comprises the following steps:
a. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
b. installing and binding reinforcing steel bars and stirrups at the bottom row of the ground beam, and installing vertical anchor screws (the vertical anchor screws can be replaced by vertical reinforcing steel bars of frame columns, and the reinforcing steel bars are connected by straight thread sleeves);
c. installing building blocks in the range from the second layer to the top of the ground beam, binding ground beam waist ribs and gluten along with the second layer, installing the first layer of building blocks on the ground beam, and performing longitudinal locking;
d. installing vertical joint bars of a wall body, pouring ground beam concrete, and protecting the rabbet connecting tenon of the building block by adopting a plastic film before pouring the concrete;
e. installing vertical steel bars of a wall body of a first floor, installing building blocks from a second floor to a top floor of the floor on a ground beam, binding horizontal steel bars of the wall body along with the floor, installing common hydropower embedded building blocks at hydropower points of the wall body, inserting and installing hydropower pipelines, and installing a next floor after the middle floor is required to be longitudinally locked (the locking layer is arranged on the common reinforcing building block layer) if the locking layer is required to be longitudinally locked; (ii) a
f. Installing first-layer building blocks of a second floor, and longitudinally locking;
g. and (4) installing a vertical anchoring screw, installing a wall body inclined pull support rod, and pouring wall body concrete. And entering the next floor for construction.
Energy-saving assembled building block lock anchor hollow wall body building system, its characterized in that: the energy-saving type prefabricated building blocks (energy-saving type main building blocks, energy-saving type corner building blocks, energy-saving type end building blocks, energy-saving type 1/2 end building blocks, energy-saving type back cover corner building blocks, energy-saving type back cover end building blocks, energy-saving type fishplate bar building blocks, energy-saving type reinforced building blocks, energy-saving type hydroelectric embedded building blocks and energy-saving type lintels) are assembled, wherein the energy-saving type back cover building blocks, the energy-saving type back cover corner building blocks and the energy-saving type back cover end building blocks are positioned at the bottommost layer of a wall body and a horizontal layer needing to be provided with a ring beam, the energy-saving type fishplate bar building blocks are arranged on a horizontal layer connected with a floor slab, the energy-saving type reinforced building blocks are only used for the wall body needing temporary reinforcement and support in the construction process, and the rest layers are energy-saving type main building blocks, assembling the energy-saving lintel, and keeping vertical staggered joints between adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor longitudinal locking structure, the vertical anchor longitudinal locking structure is characterized in that a vertical anchoring screw is anchored on a bottom plate vertical anchor embedded nut of the common bottom-sealing building block, a steel backing plate is arranged on a top layer building block of the vertical anchoring screw, a nut at the top end of the screw is screwed to vertically anchor the wall (the vertical anchoring screw can be replaced by a vertical reinforcing steel bar of the wall, the reinforcing steel bar is connected by a straight thread sleeve), then a longitudinal locking screw is adopted to longitudinally lock reinforcing connecting ribs of the building blocks at two ends of the same layer of the wall, so that the wall forms a longitudinal locking structure, the vertical anchor and the longitudinal lock can be continuously arranged in a segmented mode, and the number of the vertical anchor and the longitudinal lock of each wall is; if the wall body is too high and too long, reinforced concrete is arranged in a vertical hole formed by combining the energy-saving main building blocks and the energy-saving corner building blocks to form a constructional column (a horizontal through hole in the constructional column is blocked by a foam board), reinforced concrete is arranged in a longitudinal cavity formed by combining the energy-saving bottom sealing building blocks, the energy-saving main building blocks and the energy-saving bottom sealing end building blocks to form a ground girth and a ring beam, and the constructional column is connected with the ground girth and the ring beam to form a closed structure. The energy-saving assembly type building block lock anchor hollow wall building system is suitable for enclosing walls, temporary buildings and low-rise buildings.
The construction method of the energy-saving assembly type building block lock anchor hollow wall building system comprises the following steps:
a. leveling and tamping the ground of the wall to be built;
b. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
c. installing ground ring beam steel bars, installing vertical anchoring screws and pouring ground ring beam concrete;
d. mounting constructional column steel bars, mounting second-layer building blocks and longitudinally locking the building blocks;
e. mounting a third layer of top-layer building blocks, mounting the energy-saving type hydroelectric embedded building blocks at hydroelectric points of a wall body, inserting and mounting hydroelectric pipelines, and mounting a next layer of middle-layer building blocks after the middle-layer building blocks need to be longitudinally locked and the middle-layer building blocks need to be subjected to lock checking and calibration;
f. and (3) installing the first-layer building block of the next floor, installing a longitudinal locking screw, installing a vertical anchoring screw, and pouring constructional columns and top ring beam pressing concrete.
Energy-saving assembled building block lock anchor frame construction hollow wall body building system, its characterized in that: a reinforced concrete column is arranged in a vertical hole formed by combining the energy-saving main building block, the energy-saving corner building block and the energy-saving end building block to form a frame structure column (a horizontal through hole in the frame column is sealed by a foam board), a ground beam and a frame structure beam are formed by arranging a reinforced concrete beam in a longitudinal cavity formed by combining the energy-saving main building block, the energy-saving bottom sealing corner building block and the energy-saving bottom sealing end building block, and finally a wall body formed by combining the energy-saving main building block, the energy-saving end building block, the energy-saving 1/2 end building block, the energy-saving floor layer building block, the energy-saving reinforcing building block, the energy-saving hydroelectric embedded building block and the wall body between the frame column and the frame beam is filled by mounting the energy-saving lintel, wherein the energy-saving bottom sealing building block, the energy-saving bottom sealing corner building block and the energy-saving bottom sealing end building block are positioned at, the energy-saving type joint plate building blocks are arranged on horizontal layers connected with the floor slab, the energy-saving type reinforcing building blocks are only used for a wall body needing temporary reinforcing and supporting in the construction process, the energy-saving type end building blocks, the energy-saving type 1/2 end building blocks and the energy-saving type lintel are used for assembling the periphery of a door and window opening, and vertical staggered joints are kept between the adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor vertical locking structure, the vertical anchor vertical locking structure is characterized in that a vertical anchoring screw is anchored on a bottom plate vertical anchor embedded nut of a common bottom-sealing building block, a steel backing plate is arranged on a top layer building block of the vertical anchoring screw, a nut at the top end of the screw is screwed up to vertically anchor the wall (the vertical anchoring screw can be replaced by a vertical reinforcing steel bar of the wall, the reinforcing steel bar is connected by a straight thread sleeve), then a vertical locking screw is adopted to vertically lock the reinforced connecting ribs of the building blocks at the two ends of the same layer of the wall, so that the wall forms a vertical locking structure, the vertical anchor and the vertical lock can be continuously arranged in a segmented mode, and the number of vertical anchors and vertical locks of each wall. The energy-saving type hollow wall building system with the assembly type block frame structure is suitable for low-rise buildings and multi-story buildings.
The construction method of the energy-saving assembly type building block lock anchor frame structure hollow wall building system comprises the following steps:
a. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
b. installing and binding reinforcing steel bars and stirrups at the bottom row of the ground beam, and installing vertical anchor screws (the vertical anchor screws can be replaced by vertical reinforcing steel bars of frame columns, and the reinforcing steel bars are connected by straight thread sleeves);
c. installing building blocks in the range from the second layer to the top of the ground beam, binding ground beam waist ribs and gluten along with the second layer, installing the first layer of building blocks on the ground beam, and performing longitudinal locking;
d. installing frame column joint bars, pouring ground beam concrete, and protecting the building block rabbet connecting tenons by adopting a plastic film before pouring the concrete;
e. installing a second layer on the ground beam to the building blocks at the bottom layer of the frame beam, binding frame column stirrups along with the layers, installing the common water and electricity embedded building blocks at the water and electricity points of the wall body, inserting and installing water and electricity pipelines, and installing a next layer after the middle layer is required to be longitudinally locked and the lock checking is qualified if the middle layer is required to be longitudinally locked;
f. installing a first layer of building blocks (energy-saving bottom sealing building blocks) of the frame beam, installing and binding bottom row steel bars and stirrups of the frame beam, installing building blocks in a range from a second layer of the frame beam to a beam top, installing and binding waist bars and gluten of the frame beam along with the second layer, installing the first layer of building blocks on the frame beam, and performing longitudinal locking;
g. and (3) installing the first-layer building block of the next floor, installing a longitudinal locking screw, installing a vertical anchoring screw, installing a wall body diagonal bracing pull rod, and pouring frame column and frame beam concrete. And entering the next floor for construction.
Energy-saving assembled building block lock anchor full cast-in-place structure wall body building system, its characterized in that: the energy-saving assembly type wall body is a hollow wall body assembled by the energy-saving assembly type building blocks (an energy-saving main building block, an energy-saving corner building block, an energy-saving end head building block, an energy-saving 1/2 end head building block, an energy-saving back cover corner building block, an energy-saving back cover end head building block, an energy-saving fishplate bar building block, an energy-saving reinforced building block, an energy-saving hydroelectric pre-embedded building block and an energy-saving lintel) and a full cast-in-place structural wall body formed by additionally arranging structural steel bars and cast concrete in the hollow wall body, wherein the energy-saving back cover building block and the energy-saving back cover corner building block are positioned at the bottommost layer of the wall body, the energy-saving fishplate bar building block is arranged at a horizontal layer connected with a floor slab, the energy-saving reinforced building block is only used for the wall body needing temporary reinforcement and support in the construction, The energy-saving reinforced building blocks, the common energy-saving hydroelectric embedded building blocks and the energy-saving lintel are assembled, and vertical staggered joints are kept between adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor vertical locking structure, the vertical anchor vertical locking structure is characterized in that a vertical anchoring screw is anchored on a bottom plate vertical anchor embedded nut of a common bottom-sealing building block, a steel backing plate is arranged on a top layer building block of the vertical anchoring screw, a nut at the top end of the screw is screwed up to vertically anchor the wall (the vertical anchoring screw can be replaced by a vertical reinforcing steel bar of the wall, the reinforcing steel bar is connected by a straight thread sleeve), then a vertical locking screw is adopted to vertically lock the reinforced connecting ribs of the building blocks at the two ends of the same layer of the wall, so that the wall forms a vertical locking structure, the vertical anchor and the vertical lock can be continuously arranged in a segmented mode, and the number of vertical anchors and vertical locks of each wall. The assembly type building block locking and anchoring full cast-in-place structure wall building system is suitable for low-rise buildings, multi-story buildings and high-rise buildings.
The construction method of the energy-saving assembly type building block lock anchor full cast-in-place structure wall building system comprises the following steps:
a. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
b. installing and binding reinforcing steel bars and stirrups at the bottom row of the ground beam, and installing vertical anchor screws (the vertical anchor screws can be replaced by vertical reinforcing steel bars of frame columns, and the reinforcing steel bars are connected by straight thread sleeves);
c. installing building blocks in the range from the second layer to the top of the ground beam, binding ground beam waist ribs and gluten along with the second layer, installing the first layer of building blocks on the ground beam, and performing longitudinal locking;
d. installing vertical joint bars of a wall body, pouring ground beam concrete, and protecting the rabbet connecting tenon of the building block by adopting a plastic film before pouring the concrete;
e. installing vertical steel bars of a wall body of a first floor, installing building blocks from a second floor to a top floor of the floor on a ground beam, binding horizontal steel bars of the wall body along with the floor, installing common hydropower embedded building blocks at hydropower points of the wall body, inserting and installing hydropower pipelines, and installing a next floor after the middle floor is required to be longitudinally locked (the locking layer is arranged on the common reinforcing building block layer) if the locking layer is required to be longitudinally locked; (ii) a
f. Installing first-layer building blocks of a second floor, and longitudinally locking;
g. and (4) installing a vertical anchoring screw, installing a wall body inclined pull support rod, and pouring wall body concrete. And entering the next floor for construction.
The utility model has the advantages as follows:
the assembly type building blocks of the utility model are all single-rib connecting side plates and end opening structures, do not influence the connection of the vertical reinforcing steel bars of the structure, can be combined into a wall body with various structural forms, and are mainly suitable for enclosing walls, temporary buildings, low-rise buildings, multi-story buildings and high-rise buildings; the building block has simple structure, easy processing and production and convenient transportation; the construction is simple and efficient, the effect of assembly construction is achieved by using the traditional construction method, the water and electricity pipelines and the wall body are formed by one-time assembly, the subsequent wall body slotting damage is avoided, the work of wall body templates, plastering and the like is reduced, the time and the labor can be saved, and the cost can be reduced; the connection of the wall adopts a vertical anchor and longitudinal lock structure, so that the wall is restrained, the integrity and stability of the wall are improved, the anti-seismic performance of the wall is improved, and the water-stopping adhesive tapes are arranged on the connection surfaces all around, so that the leakage of the wall is avoided. If the outer surfaces of the side plates and the end side plates of the common assembly type building blocks and the energy-saving assembly type building blocks are decorated with fair-faced concrete, stone, ceramic tiles and the like, the formed assembly type building blocks are common decoration integrated assembly type building blocks and energy-saving decoration integrated assembly type building blocks, and the assembled wall body is a common decoration integrated assembly type building block lock-anchor wall body and an energy-saving decoration integrated assembly type building block lock-anchor wall body, so that the integration level of the wall body is greatly improved, and the building industrialization is favorably realized.
Drawings
The present invention will be further explained with reference to the drawings and examples.
Fig. 1 (a) -1 (c) are three views of a main block of a general type, and fig. 1 (d) is a perspective view of the main block of the general type.
Fig. 2 (a) -2 (c) are three views of a left corner block of a general type, and fig. 2 (d) is a perspective view of the left corner block of the general type.
Fig. 3 (a) -3 (c) are three views of a common type end block, and fig. 3 (d) is a perspective view of the common type end block.
Fig. 4 (a) -4 (c) are three views of a common 1/2 end block, and fig. 4 (d) is a schematic perspective structure view of a common 1/2 end block.
Fig. 5 (a) -5 (c) are three views of a common type back block, and fig. 5 (d) is a perspective view of the common type back block.
Fig. 6 (a) is a schematic perspective view of a common right corner block, fig. 6 (b) is a schematic perspective view of a common fishplate bar block, fig. 6 (c) is a schematic perspective view of a common hydroelectric pre-embedded block, fig. 6 (d) is a schematic perspective view of a common reinforced block, fig. 6 (e) is a schematic perspective view of a common bottom-sealing corner block, and fig. 6 (f) is a schematic perspective view of a common bottom-sealing end block.
Fig. 7 (a) is a perspective view of a general type lintel, and fig. 7 (b) is a perspective view of an energy-saving type lintel.
Fig. 8 is a schematic perspective view of an energy-saving main block.
Fig. 9 (a) -9 (c) are three views of the energy saving type main block, and fig. 9 (d) is a sectional view a-a of fig. 9 (c).
Fig. 10 (a) -10 (c) are three views of the energy-saving left-turning block, and fig. 10 (d) is a schematic perspective view of the energy-saving left-turning block.
Fig. 11 (a) -11 (c) are three views of the energy-saving end block, and fig. 11 (d) is a schematic perspective view of the energy-saving end block.
Fig. 12 (a) -12 (c) are three views of energy-saving 1/2 end blocks, and fig. 12 (d) is a schematic perspective structure view of energy-saving 1/2 end blocks.
Fig. 13 (a) -13 (c) are three views of the energy-saving back cover block, fig. 13 (d) is a schematic perspective view of the energy-saving back cover block, and fig. 13 (e) (f) is a cross-sectional view of fig. 13 (c).
FIG. 14 (a) is a schematic perspective view of an energy-saving right corner block, FIG. 14 (b) is a schematic perspective view of an energy-saving fishplate bar block, FIG. 14 (c) is a schematic perspective view of an energy-saving hydroelectric pre-embedded block, FIG. 14 (d) is a schematic perspective view of an energy-saving reinforced block,
fig. 15 is a schematic perspective view of a vertical anchor with a vertical lock for building blocks.
Fig. 16 is a front view (fig. 16 a), a sectional view (fig. 16 b) and a top view (fig. 16 c) of a wall body of a common type assembly type block lock anchor hollow wall body building system.
Fig. 17 is a perspective view of a wall of a conventional assembly type block lock anchor hollow wall building system.
Fig. 18 is a front view (fig. 18 a), a sectional view (fig. 18 b) and a top view (fig. 18 c) of a hollow wall building system with a common type assembly type block lock anchor frame structure.
Fig. 19 is a perspective view of a wall of a hollow wall building system with a common assembly type block lock anchor frame structure.
Fig. 20 is a front view (fig. 20 a), a sectional view (fig. 20 b) and a top view (fig. 20 c) of a wall body of a common type assembly type block lock anchor cast-in-place structural wall body building system.
Fig. 21 is a perspective view of a wall of a conventional assembly type block lock-anchor cast-in-place structural wall building system.
Fig. 22 is a front view (fig. 22 a), a sectional view (fig. 22 b) and a top view (fig. 22 c) of the wall body of the energy-saving assembly type block lock anchor hollow wall body building system.
Fig. 23 is a schematic view of a three-dimensional structure of a wall of an energy-saving assembly type block lock anchor hollow wall building system.
Fig. 24 is a front view (fig. 24 a), a sectional view (fig. 24 b) and a top view (fig. 24 c) of the energy-saving assembly type block lock anchor frame structure hollow wall building system wall.
Fig. 25 is a schematic view of a three-dimensional wall structure of an energy-saving assembly type block lock anchor frame structure hollow wall building system.
Fig. 26 is a front view (fig. 26 a), a sectional view (fig. 26 b) and a top view (fig. 26 c) of the wall body of the energy-saving assembly type block lock-anchor all-in-place structural wall body building system.
Fig. 27 is a schematic view of a wall body three-dimensional structure of an energy-saving assembly type block lock anchor full cast-in-place structural wall body building system.
Fig. 28 is a perspective view of a t-wall node.
Fig. 29 is a perspective view of a cross wall node.
In the figure: 1-side plate; 2-reinforcing connecting ribs; 3-water stop adhesive tape; 4-horizontal through holes; 5-tongue and groove; 6-energy-saving insulation board; 7-reinforcing energy-saving insulation board; 8-end side plate; 9-passing a rib seam; 10-sealing the bottom plate; 11-rib passing holes; 12-vertical anchor embedded nuts; 13-connecting holes; 14-a hydroelectric pre-buried pipeline box; 15-reinforcing the embedded nut; 16-general type main building blocks; 17-a common left corner block; 18-ordinary right corner building blocks; 19-a common type end block; 20-ordinary 1/2 end blocks; 21-common type back cover building block; 22-common type bottom-sealing corner building blocks; 23-common type fishplate bar building blocks; 24-common type reinforced building blocks; 25-common hydropower embedded building blocks; 26-lintel; 27-energy-saving main building blocks; 28-energy-saving left-turning corner building blocks; 29-energy-saving right corner building blocks; 30-energy-saving end building blocks; 31-energy-saving 1/2 end building blocks; 32-energy-saving bottom sealing building blocks; 33-energy-saving fishplate bar building blocks; 34-energy-saving reinforced building blocks; 35-energy-saving type hydroelectric embedded building blocks; 36-energy-saving lintel; 37-longitudinal locking screw; 38-vertical anchoring screw; 39-a cushion layer; 40-structural steel reinforcement; 41-ground ring beam; 42-ring beam; 43-a fabrication column; 44-ground beam; 45-frame construction beam; 46-a frame structure column; 47-full cast-in-place structural wall; 48-screw rod; 49-steel backing plate; 50-a floor slab; 51-nut.
Detailed Description
The present invention will be described in further detail by way of examples with reference to the accompanying drawings, which are illustrative of the present invention and are not intended to limit the present invention.
Referring to fig. 1-14, the prefabricated building blocks include both conventional and energy saving prefabricated building blocks. The common assembly type building blocks comprise common main building blocks, common corner building blocks (common left corner building blocks and common right corner building blocks), common end building blocks, common 1/2 end building blocks, common bottom sealing corner building blocks and common bottom sealing end building blocks; the common type fishplate bar building blocks, the common type reinforced building blocks, the common type hydropower embedded building blocks and the common type lintel. The energy-saving assembled building blocks comprise energy-saving main building blocks, energy-saving corner building blocks (energy-saving left corner building blocks and energy-saving right corner building blocks), energy-saving end building blocks, energy-saving 1/2 end building blocks, energy-saving back cover building blocks, energy-saving joint plate building blocks, energy-saving reinforcing building blocks, energy-saving hydroelectric embedded building blocks and energy-saving lintels.
The assembled building blocks are connected in a mortise-tenon manner by tongue-and-groove tenons 5 arranged on the upper surface and the lower surface of a side plate 1 and an end side plate 8 in the vertical direction, water-stop adhesive tapes 3 are arranged in concave tenons on the inner sides of bottom surfaces of the side plates and the end side plates, and water-stop adhesive tapes are vertically arranged on the side plates on the two sides of a connecting surface of the adjacent building blocks in the horizontal direction and the end side plates (the water-stop adhesive tapes are arranged by pre-embedding and post-.
The common main building block (as shown in figure 1) is composed of two parallel side plates 1 and a reinforcing connecting rib 2 vertically connected between the two side plates, the main building block is in an H-shaped structure with two open ends, and the height difference between the upper part and the lower part of the reinforcing connecting rib and the two side plates forms a horizontal through hole 4.
The common type corner block is a square and square G-shaped block with four corners, the opening width of the G-shaped block is the width of a common type main block, the upper end of the block is an end side plate 8, the length of the end side plate is 1/2 of the length of the common type main block, the lower end of the block is a reinforcing connecting rib 2, and the common type corner block is divided into a common type left corner block (shown in figure 2) and a common type right corner block (shown in figure 6 a) according to the opening direction.
The common end block (as shown in figure 3) is formed by adding an end side plate 8 at one end of a common main block, and a vertical rib passing seam 9 is arranged in the middle of the end side plate.
A conventional 1/2 end block (see figure 4) is a C-shaped block and comprises two side plates 1 and an end plate 8 connecting the two side plates, the length of the side plate being 1/2 of the length of the main block.
The common type back cover building block (as shown in figure 5) comprises two parallel side plates 1 and a back cover plate 10 connected with the side plates on the two sides, wherein two rib passing holes 11 are arranged at the length position of the back cover plate 1/4, a vertical anchor embedded connecting nut 12 of a vertical anchor rod is arranged at the length position of the other end 1/4, and the centers of the rib passing holes and the vertical anchor embedded connecting nuts are longitudinally and transversely symmetrical to each other.
The common bottom-sealed corner block (as shown in fig. 6 e) is composed of two vertically connected side plates 1 and a bottom sealing plate 10, and the length of the two side plates is 1/2 of the length of the main block.
A conventional bottom end block (fig. 6 f) is formed by the conventional 1/2 end block 20 and a bottom cover plate 10.
The common type joint plate block (as shown in fig. 6 b) is formed by cutting the overlapping part of the common type main block 16 and the side plate at both sides of the plate joint face reinforcing connecting rib, and the connecting hole 13 is formed on the cut block.
The common reinforced block (as shown in fig. 6 d) is formed by adding a stay bar at the transverse center of a reinforced connecting rib of the common main block to connect with a reinforced embedded nut 15.
A common type hydroelectric pre-buried block (as shown in figure 6 c) is formed by adding a hydroelectric pre-buried pipeline box 14 on a side plate of a common type main block 16.
The common lintel (as shown in fig. 7 a) is a cuboid block, and the two supporting length ranges of two corners of the upper surface and two corners of the lower surface of the cuboid block are provided with connecting tongue-and-groove 5.
The energy-saving main building block (as shown in figures 8 and 9) is formed by additionally arranging an energy-saving insulation board 6 on the inner side of a side plate on one side of a common main building block 16 and vertically additionally arranging a reinforcing energy-saving insulation board 7 in the center of a reinforcing connecting rib 2, the width of the energy-saving main building block and the width of the reinforcing connecting rib are correspondingly increased, and the added value is the thickness of the energy-saving insulation board.
The energy-saving corner building block is formed by adding an energy-saving insulation board 6 on the inner side of an end side plate 8 and an edge side plate connected with the end side plate of a common corner building block and vertically adding a reinforced energy-saving insulation board 7 in the center of a reinforced connecting rib, the width of the energy-saving corner building block and the width of the reinforced connecting rib are correspondingly increased, the added value is the thickness of the energy-saving insulation board, and the energy-saving corner building block is divided into an energy-saving left corner building block (shown in figure 10) and an energy-saving right corner building block (shown in figure 14 a) according to the opening.
The energy-saving end building block (as shown in figure 11) is formed by adding energy-saving insulation boards 6 in the inner sides of side plates on one side of the common end building block, the inner sides of the side plates connected with the side plates and the cross rib seams, and vertically adding reinforcing energy-saving insulation boards 7 in the centers of reinforcing connecting ribs, wherein the width of the energy-saving end building block and the width of the reinforcing connecting ribs are correspondingly increased, and the added value is the thickness of the energy-saving insulation boards.
The energy-saving 1/2 end block (as shown in figure 12) is formed by adding a continuous energy-saving heat-insulation plate 6 between the inner side of one side plate and the middle of the end side plate of the common 1/2 end block, and the middle of the end side plate 8 is provided with an energy-saving plate for disconnection, so that three reinforcing ribs are arranged for connection.
Energy-saving back cover building block (as figure 13), by ordinary type back cover building block adds energy-conserving heated board 6 at its one side curb plate inboard, back cover board is vertical middle increases energy-conserving heated board 7 of reinforcement and constitutes, energy-conserving heated board and the dislocation set of sawtooth form of reinforcement energy-conserving heated board in back cover board thickness range set up two at back cover board 1/4 length position and cross muscle hole 11, another end 1/4 length position sets up the pre-buried coupling nut 12 of vertical anchor rod, cross the muscle hole and the corresponding width widening of the mutual symmetry building block of vertical and horizontal of the center of the pre-buried coupling nut of vertical anchor, the increase value is energy-conserving heat preservation plate thickness.
The energy-saving type joint plate building block (as shown in figure 14 b) is formed by cutting the overlapped parts of the energy-saving type main building block and the side plates at two sides of the reinforced connecting rib of the floor connecting surface, and a connecting hole 13 is formed on the cut building block.
The energy-saving reinforced block 34 (as shown in fig. 14 d) is formed by adding a stay bar at the transverse center of the reinforced connecting rib of the energy-saving main block to connect with the reinforced embedded nut 15.
An energy-saving hydroelectric embedded block (as shown in figure 14 c) is formed by additionally arranging an embedded hydroelectric pipeline box 14 on a side plate of an energy-saving main block.
The energy-saving lintel (as shown in figure 7 b) is formed by adding an energy-saving insulation board 6 in the longitudinal middle of a common lintel.
The wall building system assembled by the assembly type building blocks comprises an assembly type building block lock-anchor hollow wall building system, an assembly type building block lock-anchor frame structure hollow wall building system and an assembly type building block lock-anchor full cast-in-place structure wall building system, wherein the assembly type building block lock-anchor frame structure hollow wall building system is formed by assembling the common assembly type building blocks; the energy-saving assembly type building block lock-anchor hollow wall building system, the energy-saving assembly type building block lock-anchor frame structure hollow wall building system and the energy-saving assembly type building block lock-anchor full cast-in-place structure wall building system are formed by assembling the energy-saving assembly type building blocks.
The assembly type block lock anchor hollow wall building system (as shown in figures 16 and 17) is characterized in that: the building block is formed by assembling the above ordinary assembly type building blocks (ordinary main building blocks 16, ordinary left corner building blocks 17, ordinary right corner building blocks 18, ordinary end building blocks 19, ordinary 1/2 end building blocks 20, ordinary back cover building blocks 21, ordinary back cover corner building blocks 22, ordinary back cover end building blocks, ordinary fishplate bar building blocks 23, ordinary reinforcement building blocks 24, ordinary hydroelectric embedded building blocks 25 and ordinary lintels 26), wherein the ordinary back cover building blocks 21, the ordinary back cover corner building blocks 22 and the ordinary back cover end building blocks are positioned at the bottommost layer of the wall body and the horizontal layer needing to be provided with ring beams, the ordinary fishplate bar building blocks 23 are arranged at the horizontal layer connected with the floor slab, the ordinary reinforcement building blocks 24 are only used for the wall body needing temporary reinforcement and support in the construction process, and the rest layers adopt ordinary main building blocks, ordinary corner building blocks, The common type end building blocks, the common type 1/2 end building blocks, the common type hydroelectric embedded building blocks and the common type lintel are assembled, and vertical staggered joints are kept between adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor longitudinal locking structure (as shown in figure 15), the vertical anchor longitudinal locking structure is characterized in that a vertical anchor screw 38 is anchored on a bottom plate vertical anchor embedded nut 12 of the common bottom-sealing building block, a steel backing plate 49 is arranged on a top layer building block of the vertical anchor screw, a screw top end nut 51 is screwed to vertically anchor the wall (the vertical anchor screw can be replaced by a vertical steel bar of the wall, the steel bar is connected by a straight thread sleeve), and then a longitudinal locking screw 37 is adopted to longitudinally lock the reinforcing connecting ribs of the building blocks at two ends of the same layer of the wall, so that the wall forms a longitudinal locking structure, the vertical anchor and the longitudinal lock can be continuously arranged in a segmented manner, and the number of the vertical anchor and the longitudinal lock of each wall is not less than; if the wall body is too high and too long, reinforced concrete is arranged in a vertical hole formed by combining the common main building blocks 16 and the common corner building blocks to form a constructional column 43 (a horizontal through hole in the constructional column is blocked by a foam board), reinforced concrete is arranged in a longitudinal cavity formed by combining the common bottom sealing building blocks 21, the common main building blocks 16 and the common bottom sealing end building blocks to form a ground ring dye 41 and a ring beam 42, and the constructional column is connected with the ground ring beam and the ring beam to form a closed structure. The assembly type building block lock anchor hollow wall building system is suitable for enclosing walls, temporary buildings and low-rise buildings.
The construction method of the assembly type block lock anchor hollow wall building system comprises the following steps:
a. leveling and tamping the ground of the wall to be built;
b. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
c. installing ground ring beam steel bars, installing vertical anchoring screws and pouring ground ring beam concrete;
d. mounting constructional column steel bars, mounting second-layer building blocks and longitudinally locking the building blocks;
e. mounting a third layer of top-layer building blocks, mounting the common hydroelectric embedded building blocks at hydroelectric points of the wall body, inserting and mounting hydroelectric pipelines, and mounting a next layer after the middle layer is required to be longitudinally locked and the lock is required to be checked and corrected;
f. and (3) installing the first-layer building block of the next floor, installing a longitudinal locking screw, installing a vertical anchoring screw, and pouring constructional columns and top ring beam pressing concrete.
The assembly type block lock anchor frame structure hollow wall building system (as shown in figures 16 and 17) is characterized in that: a reinforced concrete column is arranged in a vertical hole formed by combining the common main building block 16, the common left corner building block 17, the common right corner building block 18 and the common end building block 19 to form a frame structure column 46 (a horizontal through hole in the frame column is sealed by a foam board), a ground beam 44 and a frame structure beam 45 are formed by arranging a reinforced concrete beam in a longitudinal cavity formed by combining the common main building block 16, the common bottom sealing building block 21, the common bottom sealing corner building block 22 and the common bottom sealing end building block, and finally a wall body formed by assembling the common main building block 16, the common end building block 19, the common 1/2 end building block 20, the common fishplate bar building block 23, the common reinforcement building block 24, the common hydropower embedded building block 25 and the common lintel 26 and filling the wall body between the frame column and the frame beam is assembled, the common type back cover building blocks, the common type back cover corner building blocks and the common type back cover end building blocks are positioned at the bottommost layer of the wall body and the bottom layer of the frame beam, the common type fishplate bar building blocks are arranged on a horizontal layer connected with a floor slab, the common type reinforcing building blocks are only used for the wall body needing temporary reinforcing and supporting in the construction process, the common type end building blocks, the common type 1/2 end building blocks and the common type lintels are used for assembling the periphery of a door and window opening, and vertical staggered joints are kept between the adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor vertical locking structure (as shown in figure 15), the vertical anchor vertical locking structure is characterized in that a vertical anchor screw 38 is anchored on a bottom plate vertical anchor embedded nut 12 of a common bottom-sealing building block, a steel backing plate 49 is arranged on a top layer building block of the vertical anchor screw, a screw top nut 51 is screwed to vertically anchor the wall (the vertical anchor screw can be replaced by vertical steel bars of the wall, the steel bars are connected by a straight thread sleeve), and then the vertical locking screw 37 is longitudinally locked with reinforcing connecting ribs of the building blocks at two ends of the same layer of the wall, so that the wall forms a vertical locking structure, the vertical anchor and the vertical lock can be continuously arranged in a segmented mode, and the number of the vertical anchor and the vertical lock of each wall is not less than three. The assembly type building block locking and anchoring frame structure hollow wall building system is suitable for low-rise buildings and multi-story buildings.
The construction method of the assembly type building block lock-anchor frame structure hollow wall building system comprises the following steps:
a. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
b. installing and binding reinforcing steel bars and stirrups at the bottom row of the ground beam, and installing vertical anchor screws (the vertical anchor screws can be replaced by vertical reinforcing steel bars of frame columns, and the reinforcing steel bars are connected by straight thread sleeves);
c. installing building blocks in the range from the second layer to the top of the ground beam, binding ground beam waist ribs and gluten along with the second layer, installing the first layer of building blocks on the ground beam, and performing longitudinal locking;
d. installing frame column joint bars, pouring ground beam concrete, and protecting the building block rabbet connecting tenons by adopting a plastic film before pouring the concrete;
e. installing a second layer on the ground beam to the building blocks at the bottom layer of the frame beam, binding frame column stirrups along with the layers, installing the common water and electricity embedded building blocks at the water and electricity points of the wall body, inserting and installing water and electricity pipelines, and installing a next layer after the middle layer is required to be longitudinally locked and the lock checking is qualified if the middle layer is required to be longitudinally locked;
f. installing a first layer of building blocks (common bottom-sealed building blocks) of the frame beam, installing and binding bottom-row steel bars and stirrups of the frame beam, installing building blocks in a range from a second layer of the frame beam to a beam top, installing and binding waist bars and gluten of the frame beam along with the second layer, installing the first layer of building blocks on the frame beam, and performing longitudinal locking;
g. and (3) installing the first-layer building block of the next floor, installing a longitudinal locking screw, installing a vertical anchoring screw, installing a wall body diagonal bracing pull rod, and pouring frame column and frame beam concrete. And entering the next floor for construction.
The assembly type block locking and anchoring full cast-in-place structure wall building system (as shown in figures 20 and 21) is characterized in that: the hollow wall body is assembled by the common assembly type building blocks (common main building blocks 16, common corner building blocks, common end building blocks 19, common 1/2 end building blocks 20, common back cover building blocks 21, common back cover corner building blocks 22, common back cover end building blocks, common fishplate bar building blocks 23, common reinforcing building blocks 24, common hydroelectric pre-embedded building blocks 25 and common lintels 26), and the full cast-in-place structural wall body 47 consisting of structural steel bars and cast concrete which are additionally arranged in the hollow wall body, wherein the common back cover building blocks and the common back cover corner building blocks are positioned at the bottommost layer of the wall body, the common fishplate bar building blocks are arranged on a horizontal layer connected with a floor slab, the common reinforcing building blocks are only used for the wall body needing temporary reinforcing and supporting in the construction process, and the rest layers adopt the common main building blocks, the common corner building blocks, The common type end building blocks, the common type 1/2 end building blocks, the common type reinforcing building blocks, the common type hydropower embedded building blocks and the common type lintel are assembled, and vertical staggered joints are kept between adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor vertical locking structure (as shown in figure 15), the vertical anchor vertical locking structure is characterized in that a vertical anchor screw 38 is anchored on a bottom plate vertical anchor embedded nut 12 of a common bottom-sealing building block, a steel backing plate 49 is arranged on a top layer building block of the vertical anchor screw, a screw top nut 51 is screwed to vertically anchor the wall (the vertical anchor screw can be replaced by vertical steel bars of the wall, the steel bars are connected by a straight thread sleeve), and then the vertical locking screw 37 is longitudinally locked with reinforcing connecting ribs of the building blocks at two ends of the same layer of the wall, so that the wall forms a vertical locking structure, the vertical anchor and the vertical lock can be continuously arranged in a segmented mode, and the number of the vertical anchor and the vertical lock of each wall is not less than three. The assembly type building block locking and anchoring full cast-in-place structural wall building system is suitable for low-rise buildings, multi-story buildings and high-rise buildings.
The construction method of the assembly type building block lock anchor full cast-in-place structure wall building system comprises the following steps:
a. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
b. installing and binding reinforcing steel bars and stirrups at the bottom row of the ground beam, and installing vertical anchor screws (the vertical anchor screws can be replaced by vertical reinforcing steel bars of frame columns, and the reinforcing steel bars are connected by straight thread sleeves);
c. installing building blocks in the range from the second layer to the top of the ground beam, binding ground beam waist ribs and gluten along with the second layer, installing the first layer of building blocks on the ground beam, and performing longitudinal locking;
d. installing vertical joint bars of a wall body, pouring ground beam concrete, and protecting the rabbet connecting tenon of the building block by adopting a plastic film before pouring the concrete;
e. installing vertical steel bars of a wall body of a first floor, installing building blocks from a second floor to a top floor of the floor on a ground beam, binding horizontal steel bars of the wall body along with the floor, installing common hydropower embedded building blocks at hydropower points of the wall body, inserting and installing hydropower pipelines, and installing a next floor after the middle floor is required to be longitudinally locked (the locking layer is arranged on the common reinforcing building block layer) if the locking layer is required to be longitudinally locked; (ii) a
f. Installing first-layer building blocks of a second floor, and longitudinally locking;
g. and (4) installing a vertical anchoring screw, installing a wall body inclined pull support rod, and pouring wall body concrete. And entering the next floor for construction.
The energy-saving assembly type building block lock anchor hollow wall building system (as shown in figures 22 and 23) is characterized in that: the energy-saving type assembled building blocks (an energy-saving type main building block 27, an energy-saving type left corner building block 28, an energy-saving type right corner building block 29, an energy-saving type end building block 30, an energy-saving type 1/2 end building block 31, an energy-saving type bottom sealing building block 32, an energy-saving type bottom sealing corner building block, an energy-saving type bottom sealing end building block, an energy-saving type fishplate bar building block 33, an energy-saving type reinforced building block 34, an energy-saving type hydroelectric embedded building block 35 and an energy-saving type lintel 36) are assembled, wherein the energy-saving type bottom sealing building block, the energy-saving type bottom sealing corner building block and the energy-saving type bottom sealing end building block are positioned at the bottommost layer of the wall body and a horizontal layer needing to be provided with a ring beam, the energy-saving type fishplate bar building block is arranged at a horizontal layer connected with a floor slab, the energy-saving type reinforced building block is, The energy-saving type 1/2 end building blocks, the energy-saving type hydroelectric embedded building blocks and the energy-saving type lintel are assembled, and vertical staggered joints are kept between adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor longitudinal locking structure (as shown in figure 15), the vertical anchor longitudinal locking structure is characterized in that a vertical anchor screw 38 is anchored on a bottom plate vertical anchor embedded nut 12 of the common bottom-sealing building block, a steel backing plate 49 is arranged on a top layer building block of the vertical anchor screw, a screw top end nut 51 is screwed to vertically anchor the wall (the vertical anchor screw can be replaced by a vertical steel bar of the wall, the steel bar is connected by a straight thread sleeve), and then a longitudinal locking screw 37 is adopted to longitudinally lock the reinforcing connecting ribs of the building blocks at two ends of the same layer of the wall, so that the wall forms a longitudinal locking structure, the vertical anchor and the longitudinal lock can be continuously arranged in a segmented manner, and the number of the vertical anchor and the longitudinal lock of each wall is not less than; if the wall body is too high and too long, reinforced concrete is arranged in a vertical hole formed by combining the energy-saving main building blocks and the energy-saving corner building blocks to form a constructional column 43 (a horizontal through hole in the constructional column is blocked by a foam board), reinforced concrete is arranged in a longitudinal cavity formed by combining the energy-saving bottom sealing building blocks, the energy-saving main building blocks and the energy-saving bottom sealing end building blocks to form a ground ring beam 41 and a ring beam 42, and the constructional column is connected with the ground ring beam and the ring beam to form a closed structure. The energy-saving assembly type building block lock anchor hollow wall building system is suitable for enclosing walls, temporary buildings and low-rise buildings.
The construction method of the energy-saving assembly type building block lock anchor hollow wall building system comprises the following steps:
a. leveling and tamping the ground of the wall to be built;
b. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
c. installing ground ring beam steel bars, installing vertical anchoring screws and pouring ground ring beam concrete;
d. mounting constructional column steel bars, mounting second-layer building blocks and longitudinally locking the building blocks;
e. mounting a third layer of top-layer building blocks, mounting the energy-saving type hydroelectric embedded building blocks at hydroelectric points of a wall body, inserting and mounting hydroelectric pipelines, and mounting a next layer of middle-layer building blocks after the middle-layer building blocks need to be longitudinally locked and the middle-layer building blocks need to be subjected to lock checking and calibration;
f. and (3) installing the first-layer building block of the next floor, installing a longitudinal locking screw, installing a vertical anchoring screw, and pouring constructional columns and top ring beam pressing concrete.
Energy-saving assembled building block lock anchor frame construction hollow wall body building system (as fig. 24, 25), its characterized in that: a frame structure column 46 (the horizontal through hole in the frame column is sealed by a foam board) is formed by arranging a reinforced concrete column in a vertical hole formed by combining the energy-saving main block 27, the energy-saving left corner block 28, the energy-saving right corner block 29 and the energy-saving end block 30, a ground beam 44 and a frame structure beam 45 are formed by arranging a reinforced concrete beam in a longitudinal cavity formed by combining the energy-saving main block 27, the energy-saving back cover block 32, the energy-saving back cover corner block and the energy-saving back cover end block, and finally a wall body formed by assembling the energy-saving main block 27, the energy-saving end block 30, the energy-saving 1/2 end block 31, the energy-saving floor layer block 33, the energy-saving reinforced block 34, the energy-saving hydroelectric embedded block 35 and the energy-saving lintel 36 and filling the wall body between the frame column and the frame beam is arranged, the energy-saving type end block, the energy-saving type 1/2 end block and the energy-saving type lintel are used for assembling the periphery of a door and window opening, and vertical staggered joints are kept between adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor vertical locking structure (as shown in figure 15), the vertical anchor vertical locking structure is characterized in that a vertical anchor screw 38 is anchored on a bottom plate vertical anchor embedded nut 12 of a common bottom-sealing building block, a steel backing plate 49 is arranged on a top layer building block of the vertical anchor screw, a screw top nut 51 is screwed to vertically anchor the wall (the vertical anchor screw can be replaced by vertical steel bars of the wall, the steel bars are connected by a straight thread sleeve), and then the vertical locking screw 37 is longitudinally locked with reinforcing connecting ribs of the building blocks at two ends of the same layer of the wall, so that the wall forms a vertical locking structure, the vertical anchor and the vertical lock can be continuously arranged in a segmented mode, and the number of the vertical anchor and the vertical lock of each wall is not less than three. The energy-saving assembly type building block lock anchor frame structure hollow wall building system is suitable for low-rise buildings and multi-story buildings.
The construction method of the energy-saving assembly type building block lock anchor frame structure hollow wall building system comprises the following steps:
a. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
b. installing and binding reinforcing steel bars and stirrups at the bottom row of the ground beam, and installing vertical anchor screws (the vertical anchor screws can be replaced by vertical reinforcing steel bars of frame columns, and the reinforcing steel bars are connected by straight thread sleeves);
c. installing building blocks in the range from the second layer to the top of the ground beam, binding ground beam waist ribs and gluten along with the second layer, installing the first layer of building blocks on the ground beam, and performing longitudinal locking;
d. installing frame column joint bars, pouring ground beam concrete, and protecting the building block rabbet connecting tenons by adopting a plastic film before pouring the concrete;
e. installing a second layer on the ground beam to the building blocks at the bottom layer of the frame beam, binding frame column stirrups along with the layers, installing the common water and electricity embedded building blocks at the water and electricity points of the wall body, inserting and installing water and electricity pipelines, and installing a next layer after the middle layer is required to be longitudinally locked and the lock checking is qualified if the middle layer is required to be longitudinally locked;
f. installing a first layer of building blocks (energy-saving bottom sealing building blocks) of the frame beam, installing and binding bottom row steel bars and stirrups of the frame beam, installing building blocks in a range from a second layer of the frame beam to a beam top, installing and binding waist bars and gluten of the frame beam along with the second layer, installing the first layer of building blocks on the frame beam, and performing longitudinal locking;
g. and (3) installing the first-layer building block of the next floor, installing a longitudinal locking screw, installing a vertical anchoring screw, installing a wall body diagonal bracing pull rod, and pouring frame column and frame beam concrete. And entering the next floor for construction.
Energy-saving assembled step lock anchor block cast-in-place structure wall body building system entirely (as fig. 26, 27), its characterized in that: a hollow wall body assembled by the energy-saving assembly type building blocks (an energy-saving main building block 27, an energy-saving left corner building block 28, an energy-saving right corner building block 29, an energy-saving end building block 30, an energy-saving 1/2 end building block 31, an energy-saving back cover building block 32, an energy-saving back cover corner building block, an energy-saving back cover end building block, an energy-saving fishplate bar building block 33, an energy-saving reinforced building block 34, an energy-saving hydroelectric embedded building block 35 and an energy-saving lintel 36) and a full cast-in-place structural wall body 47 formed by additionally arranging structural steel bars and cast concrete in the hollow wall body, wherein the energy-saving back cover building blocks, the energy-saving back cover corner building blocks are positioned at the bottommost bottom layer of the wall body, the energy-saving reinforced building blocks are arranged on a horizontal layer connected with a floor slab, the energy-saving reinforced building blocks are only used for the wall body needing temporary reinforcement and, The energy-saving type corner building blocks, the energy-saving type end building blocks, the energy-saving type 1/2 end building blocks, the energy-saving type reinforcement building blocks, the common energy-saving type hydroelectric embedded building blocks and the energy-saving type lintel are assembled, and vertical staggered joints are kept between adjacent horizontal layers; the building blocks are connected by adopting a vertical anchor vertical locking structure (as shown in figure 15), the vertical anchor vertical locking structure is characterized in that a vertical anchor screw 38 is anchored on a bottom plate vertical anchor embedded nut 12 of a common bottom-sealing building block, a steel backing plate 49 is arranged on a top layer building block of the vertical anchor screw, a screw top nut 51 is screwed to vertically anchor the wall (the vertical anchor screw can be replaced by vertical steel bars of the wall, the steel bars are connected by a straight thread sleeve), and then the vertical locking screw 37 is longitudinally locked with reinforcing connecting ribs of the building blocks at two ends of the same layer of the wall, so that the wall forms a vertical locking structure, the vertical anchor and the vertical lock can be continuously arranged in a segmented mode, and the number of the vertical anchor and the vertical lock of each wall is not less than three. The assembly type building block locking and anchoring full cast-in-place structure wall building system is suitable for low-rise buildings, multi-story buildings and high-rise buildings.
The construction method of the energy-saving assembly type building block lock anchor full cast-in-place structure wall building system comprises the following steps:
a. pouring a wall cushion layer, and completing the installation, correction and leveling of the first layer of building blocks before the final setting of the cushion layer so as to ensure that the first layer of building blocks is firmly connected with the cushion layer;
b. installing and binding reinforcing steel bars and stirrups at the bottom row of the ground beam, and installing vertical anchor screws (the vertical anchor screws can be replaced by vertical reinforcing steel bars of frame columns, and the reinforcing steel bars are connected by straight thread sleeves);
c. installing building blocks in the range from the second layer to the top of the ground beam, binding ground beam waist ribs and gluten along with the second layer, installing the first layer of building blocks on the ground beam, and performing longitudinal locking;
d. installing vertical joint bars of a wall body, pouring ground beam concrete, and protecting the rabbet connecting tenon of the building block by adopting a plastic film before pouring the concrete;
e. installing vertical steel bars of a wall body of a first floor, installing building blocks from a second floor to a top floor of the floor on a ground beam, binding horizontal steel bars of the wall body along with the floor, installing common hydropower embedded building blocks at hydropower points of the wall body, inserting and installing hydropower pipelines, and installing a next floor after the middle floor is required to be longitudinally locked (the locking layer is arranged on the common reinforcing building block layer) if the locking layer is required to be longitudinally locked; (ii) a
f. Installing first-layer building blocks of a second floor, and longitudinally locking;
g. and (4) installing a vertical anchoring screw, installing a wall body inclined pull support rod, and pouring wall body concrete. And entering the next floor for construction.
The assembly combination of the T-shaped wall joint and the cross-shaped wall joint (as shown in figures 28 and 29) is a main block formed with a connecting hole 13 on the side plate surface of the overlapped part of the cut main block 16 and the connected wall, and the main block is arranged in an interlayer mode.
Although the present invention has been described with reference to the accompanying drawings, it is not intended to limit the scope of the present invention, and those skilled in the art should understand that various modifications or variations can be made by those skilled in the art without inventive work on the basis of the technical solution of the present invention.

Claims (9)

1. According to one assembled building block, the assembled building block comprises a common assembled building block and an energy-saving assembled building block; the common assembly type building blocks comprise common main building blocks, common corner building blocks, common end building blocks, common 1/2 end building blocks, common bottom sealing corner building blocks and common bottom sealing end building blocks; the common type fishplate bar building blocks, the common type reinforced building blocks, the common type hydropower embedded building blocks and the common type lintel;
the energy-saving assembled building blocks comprise energy-saving main building blocks, energy-saving corner building blocks, energy-saving end building blocks, energy-saving 1/2 end building blocks, energy-saving back cover building blocks, energy-saving fishplate bar building blocks, energy-saving reinforcement building blocks, energy-saving hydroelectric embedded building blocks and energy-saving lintels;
the assembled building blocks are characterized in that adjacent building blocks in the vertical direction are connected through tongue-and-groove tenons and mortise joints arranged on the upper surface and the lower surface of the side plate and the end side plate, water-stopping adhesive tapes are arranged in concave tenons on the inner sides of the side plate and the end side plate, and water-stopping adhesive tapes are arranged on the side plate on the two sides of the connecting surface of the adjacent building blocks in the horizontal direction and the end side plate in the vertical direction (the water-stopping adhesive tapes are arranged in a pre-embedding way;
the common main building block is composed of two parallel side plates and a reinforcing connecting rib vertically connected between the two side plates, the main building block is in an H-shaped structure with openings at two ends, and the upper surface and the lower surface of the reinforcing connecting rib and the side plates at two sides have height difference to form a horizontal through hole;
the common type corner building block is a G-shaped building block, the opening width of the G-shaped building block is the width of a common type main building block, the upper end of the building block is provided with an end side plate, the length of the end side plate is 1/2 of the length of the common type main building block, the lower end of the building block is provided with a reinforcing connecting rib, and the common type corner building block is divided into a common type left corner building block and a common type right corner building block according to the opening direction;
the common end block is formed by adding an end side plate to one end of a common main block, and a vertical rib gap is arranged in the middle of the end side plate;
the common 1/2 end building block is a C-shaped building block and consists of two side plates and an end side plate connected with the two side plates, wherein the length of the side plate is 1/2 of the length of the main building block;
the common bottom sealing building block is composed of two parallel side plates and a bottom sealing plate for connecting the two side plates, two rib passing holes are formed in the length position of the bottom sealing plate 1/4, embedded connecting nuts of vertical anchor rods are arranged in the length position of the other end 1/4, and the centers of the rib passing holes and the nuts are longitudinally and transversely symmetrical;
the common bottom-sealed corner building block is composed of two side plates and a bottom sealing plate which are vertically connected, and the length of the two side plates is 1/2 of the length of the main building block;
the common type end block with the sealed bottom is formed by adding a sealed bottom plate to the common type end block with the 1/2 sealed bottom;
the common type joint plate building block is formed by cutting the overlapped part of the common type main building block and the side plates at two sides of the plate connecting surface reinforcing connecting rib, and a connecting hole is formed on the cut building block;
the common reinforced building block is formed by additionally arranging a bracing rod at the transverse center of the reinforced connecting rib of the common main building block to connect with a reinforced embedded nut;
the common hydroelectric pre-embedded building block is formed by additionally arranging a hydroelectric pre-embedded pipeline box on a side plate of a common main building block;
the common lintel is a cuboid block, and the support length ranges of two ends of two corners of the upper surface and two corners of the lower surface of the cuboid block are provided with connecting tongue-and-groove tenons;
the energy-saving main building block is formed by adding an energy-saving insulation board on the inner side of a side plate on one side of a common main building block and vertically adding a reinforced energy-saving insulation board in the center of a reinforced connecting rib, the width of the energy-saving main building block and the width of the reinforced connecting rib are correspondingly increased, and the added value is the thickness of the energy-saving insulation board;
the energy-saving corner building block is formed by adding energy-saving insulation boards on the inner sides of an end side plate and a side plate connected with the end side plate of a common corner building block, and vertically adding a reinforced energy-saving insulation board at the center of a reinforced connecting rib, wherein the width of the energy-saving corner building block and the width of the reinforced connecting rib are correspondingly increased, the added value is the thickness of the energy-saving insulation board, and the energy-saving corner building block is divided into an energy-saving left corner building block and an energy-saving right corner building block according to the opening direction;
the energy-saving end building block is formed by adding energy-saving insulation boards in the inner sides of side plates on one side of the common end building block, the inner sides of side plates connected with the side plates and the cross-rib seams, and vertically adding reinforcing energy-saving insulation boards in the centers of reinforcing connecting ribs, wherein the width of the energy-saving end building block and the width of the reinforcing connecting ribs are correspondingly increased, and the added value is the thickness of the energy-saving insulation boards;
the energy-saving 1/2 end building block is formed by adding continuous energy-saving heat-insulation plates between the inner side of one side plate and the middle of the end side plate of the common type 1/2 end building block, and the end side plate is disconnected due to the fact that the energy-saving plate is arranged in the middle, so that three reinforcing ribs are arranged for connection;
the energy-saving type back cover building block is formed by adding an energy-saving insulation board on the inner side of a side plate of a common back cover building block at one side, and adding a reinforcing energy-saving insulation board in the longitudinal middle of a back cover plate, wherein the energy-saving insulation board and the reinforcing energy-saving insulation board are arranged in a sawtooth-shaped staggered manner within the thickness range of the back cover plate, two rib passing holes are formed in the 1/4 length position of the back cover plate, a vertical anchor embedded connecting nut of a vertical anchor rod is arranged in the 1/4 length position of the other end, the centers of the rib passing holes and the vertical anchor embedded connecting nuts are longitudinally and transversely symmetrical to each other, the width of;
the energy-saving type joint plate building block is formed by cutting the overlapping parts of the energy-saving type main building block and the side plates at two sides of the plate connecting surface reinforcing connecting rib, and connecting holes are formed in the cut building block;
the energy-saving reinforced building block is formed by additionally arranging a bracing rod at the transverse center of a reinforcing connecting rib of an energy-saving main building block to connect with a reinforcing embedded nut;
the energy-saving hydroelectric embedded building block is formed by additionally arranging an embedded hydroelectric pipeline box on a side plate of an energy-saving main building block; the energy-saving lintel is formed by additionally arranging an energy-saving insulation board in the longitudinal middle of a common lintel.
2. A fabricated block as defined in claim 1, wherein: the vertical and longitudinal connections between the assembled building blocks are connected by adopting a vertical anchor vertical locking structure, the vertical anchor vertical locking structure is characterized in that a vertical anchoring screw rod is anchored on a bottom plate vertical anchor embedded nut of the common bottom-sealing building block, a steel backing plate is arranged on a top layer building block of the vertical anchoring screw rod, the nut at the top end of the vertical anchoring screw rod is screwed down to vertically anchor the wall body, the vertical anchoring screw rod can be replaced by a vertical reinforcing steel bar of the wall body, and the reinforcing steel bar is connected by a straight thread sleeve; and then, longitudinally locking the reinforced connecting ribs of the building blocks at the two ends of the same layer of the wall body by adopting a longitudinal locking screw rod to form a longitudinal locking knot on the wall body, wherein the vertical anchors and the longitudinal locks can be continuously arranged in a segmented manner, and the number of the vertical anchors and the longitudinal locks on each wall is not less than three.
3. A fabricated block as defined in claim 1, wherein: the wall body assembled by the common main building blocks, the common corner building blocks, the common end building blocks, the common 1/2 end building blocks, the common back bottom corner building blocks, the common back bottom end building blocks, the common fishplate bar building blocks, the common reinforced building blocks, the common hydroelectric embedded building blocks and the common lintels is an assembly type building block lock anchor hollow wall body building system, wherein the common back bottom building blocks, the common back bottom corner building blocks, the common back bottom end building blocks are positioned at the bottommost layer of the wall body and a horizontal layer needing to be provided with a ring beam, the common fishplate bar building blocks are arranged on the horizontal layer connected with a floor slab, the common reinforced building blocks are only used for the wall body needing temporary reinforcement and support in the construction process, and the rest layers adopt the common main building blocks, the common corner building blocks and the common end building blocks, Assembling a common 1/2 end building block, a common hydroelectric embedded building block and a common lintel, and keeping vertical staggered joints between adjacent horizontal layers; if the wall body is too high and too long, reinforced concrete is arranged in a vertical hole formed by combining the common main building blocks and the common corner building blocks to form a constructional column, a horizontal through hole in the constructional column is blocked by a foam board, reinforced concrete is arranged in a longitudinal cavity formed by combining the common bottom sealing building blocks, the common main building blocks and the common bottom sealing end building blocks to form a ground girth and a ring beam, and the constructional column is connected with the ground girth and the ring beam to form a closed structure.
4. A fabricated block as defined in claim 1, wherein: the wall body formed by combining the common main building blocks, the common corner building blocks and the common end building blocks in a vertical hole is provided with a reinforced concrete column to form a frame structure column, a horizontal through hole in the frame column is sealed by a foam board, a ground beam and a frame structure beam are formed by arranging a reinforced concrete beam in a longitudinal cavity formed by combining the common main building blocks, the common bottom-sealing corner building blocks and the common bottom-sealing end building blocks, and finally the wall body formed by combining the common main building blocks, the common end building blocks, the common 1/2 end building blocks, the common floor layer building blocks, the common reinforcing building blocks, the common hydroelectric embedded building blocks, the common lintel installation filling frame column and the frame beam is used as an assembly type building block lock-anchor frame structure hollow wall body building system, wherein the common bottom-sealing building blocks are combined into the assembly type building block lock-anchor frame structure hollow wall body building system, The common type back cover corner building blocks and the common type back cover end building blocks are located on the bottommost layer of the wall body and the bottom layer of the frame beam, the common type fishplate bar building blocks are arranged on a horizontal layer connected with a floor slab, the common type reinforcing building blocks are only used for temporarily reinforcing the wall body needing supporting in the construction process, the common type end building blocks, the common type 1/2 end building blocks and the common type lintels are used for assembling the periphery of the door and window opening, and vertical staggered joints are kept between the adjacent horizontal layers.
5. A fabricated block as defined in claim 1, wherein: the assembly type block locking and anchoring all-in-place structural wall body building system is a hollow wall body formed by assembling the ordinary main building blocks, the ordinary corner building blocks, the ordinary end building blocks, the ordinary 1/2 end building blocks, the ordinary back cover corner building blocks, the ordinary back cover end building blocks, the ordinary fishplate bar building blocks, the ordinary reinforced building blocks, the ordinary hydroelectric embedded building blocks and the ordinary lintels in the ordinary assembly type building blocks, and an all-in-place structural wall body formed by additionally arranging structural steel bars and poured concrete in the hollow wall body, wherein the ordinary back cover building blocks and the ordinary back cover corner building blocks are positioned at the bottommost layer of the wall body, the ordinary fishplate bar building blocks are arranged on a horizontal layer connected with a floor slab, the ordinary reinforced building blocks are only used for the wall body needing temporary reinforcement and support in the construction process, and the ordinary main building blocks are adopted in the rest layers, The common type corner building blocks, the common type end building blocks, the common type 1/2 end building blocks, the common type reinforcing building blocks, the common type hydropower embedded building blocks and the common type lintel are assembled, and vertical staggered joints are kept between adjacent horizontal layers.
6. A fabricated block as defined in claim 1, wherein: the wall body formed by assembling the energy-saving main building blocks, the energy-saving corner building blocks, the energy-saving end building blocks, the energy-saving 1/2 end building blocks, the energy-saving back cover corner building blocks, the energy-saving back cover end building blocks, the energy-saving fishplate bar building blocks, the energy-saving reinforced building blocks, the energy-saving hydroelectric embedded building blocks and the energy-saving lintels in the energy-saving assembled building blocks is an energy-saving assembled building block lock anchor hollow wall body building system, wherein the energy-saving back cover building blocks, the energy-saving back cover corner building blocks and the energy-saving back cover end building blocks are positioned at the bottommost layer of the wall body and a horizontal layer needing a ring beam, the energy-saving fishplate bar building blocks are arranged on a horizontal layer connected with a floor slab, the energy-saving reinforced building blocks are only used for the wall body needing temporary reinforcement and support in the construction process, and the rest layers, The energy-saving type 1/2 end building blocks, the energy-saving type hydroelectric embedded building blocks and the energy-saving type lintel are assembled, and vertical staggered joints are kept between adjacent horizontal layers; if the wall body is too high and too long, reinforced concrete is arranged in a vertical hole formed by combining the energy-saving main building blocks and the energy-saving corner building blocks to form a constructional column, a horizontal through hole in the constructional column is sealed by a foam plate, reinforced concrete is arranged in a longitudinal cavity formed by combining the energy-saving bottom sealing building blocks, the energy-saving main building blocks and the energy-saving bottom sealing end building blocks to form a ground girth and a ring beam, and the constructional column is connected with the ground girth and the ring beam to form a closed structure.
7. A fabricated block as defined in claim 1, wherein: a reinforced concrete column is arranged in a vertical hole formed by combining the energy-saving main building block, the energy-saving corner building block and the energy-saving end building block to form a frame structure column, a horizontal through hole in the frame column is sealed by a foam board, a ground beam and a frame structure beam are formed by arranging a reinforced concrete beam in a longitudinal cavity formed by combining the energy-saving main building block, the energy-saving bottom sealing corner building block and the energy-saving bottom sealing end building block, and finally a wall body formed by combining the energy-saving main building block, the energy-saving end building block, the energy-saving 1/2 end building block, the energy-saving floor layer building block, the energy-saving reinforcement building block, the energy-saving hydroelectric embedded building block, the energy-saving lintel installation filling wall body between the frame column and the frame beam is used as an energy-saving assembly type building block lock-anchor frame structure hollow wall body building system, wherein the energy, Energy-saving back cover corner building block and energy-saving back cover end building block are located the bottom of wall body and the bottom of frame roof beam, and energy-saving fishplate bar building block sets up in the horizontal layer that meets with the floor, and energy-saving reinforcement building block only is used for the wall body that needs the interim reinforcement support in the work progress, and energy-saving end building block, energy-saving 1/2 end building block, energy-saving lintel are used for the peripheral assembly in door and window entrance to a cave, and keep vertical fissure of displacement between the adjacent horizontal layer.
8. A fabricated block as defined in claim 1, wherein: the energy-saving assembly type block lock-anchor all-in-place structural wall body building system is a hollow wall body formed by assembling energy-saving main blocks, energy-saving corner blocks, energy-saving end blocks, energy-saving 1/2 end blocks, energy-saving back cover corner blocks, energy-saving back cover end blocks, energy-saving fishplate bar blocks, energy-saving reinforced blocks, energy-saving hydroelectric embedded blocks and energy-saving lintels in the energy-saving assembly type building blocks, and an all-in-place structural wall body formed by additionally arranging structural steel bars and poured concrete in the hollow wall body, wherein the energy-saving back cover blocks, the energy-saving back cover corner blocks are positioned at the bottommost layer of the wall body, the energy-saving fishplate bar blocks are arranged on a horizontal layer connected with a floor slab, the energy-saving reinforced blocks are only used for the wall body needing temporary reinforcement and support in the construction process, and the rest layers adopt the energy-saving main blocks, The energy-saving type corner building blocks, the energy-saving type end building blocks, the energy-saving type 1/2 end building blocks, the energy-saving type reinforcement building blocks, the common energy-saving type hydroelectric embedded building blocks and the energy-saving type lintel are assembled, and vertical staggered joints are kept between adjacent horizontal layers.
9. A fabricated block as defined in claim 1, wherein: when the outer surfaces of the side plates and the end side plates of the assembled building blocks are additionally provided with decorative surfaces such as bare concrete, stone, ceramic tiles and the like, the formed assembled building blocks are common decorative integrated assembled building blocks and energy-saving decorative integrated assembled building blocks, and the assembled wall body is a common decorative integrated assembled building block lock-anchor wall body and an energy-saving decorative integrated assembled building block lock-anchor wall body.
CN201920735691.8U 2019-05-20 2019-05-20 Assembled building block and assembled building block lock anchor wall building system Expired - Fee Related CN210316179U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114541326A (en) * 2022-02-21 2022-05-27 大连理工大学 Self-locking type revetment stone prepared from yellow river silt and use method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114541326A (en) * 2022-02-21 2022-05-27 大连理工大学 Self-locking type revetment stone prepared from yellow river silt and use method thereof

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