CN211312853U - Assembly type bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates - Google Patents

Assembly type bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates Download PDF

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Publication number
CN211312853U
CN211312853U CN201922059299.9U CN201922059299U CN211312853U CN 211312853 U CN211312853 U CN 211312853U CN 201922059299 U CN201922059299 U CN 201922059299U CN 211312853 U CN211312853 U CN 211312853U
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China
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strip
column
constructional column
dovetail
constructional
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唐蜜
唐明君
王文典
田艺红
覃勇
吴前龙
贾川莉
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Sichuan Changneng Assembly Construction Technology Co ltd
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Sichuan Changneng Assembly Construction Technology Co ltd
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Abstract

The utility model discloses an assembled bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates, which comprises a plurality of combined wall panels tensioned by screw rods; the combined wall panel comprises a plurality of integrated strip-shaped plates and connecting constructional columns, dovetail grooves or dovetail strips which are mutually clamped and matched are arranged on connecting surfaces of the integrated strip-shaped plates, and the integrated strip-shaped plates are connected end to form a single plane wall body; the connecting constructional column comprises a corner constructional column and a wall surface connecting column. The utility model discloses a wall structure and the floor structure of assembled bolt anchor connection slat installation adopt unique fastener crab-bolt to be connected, and assembled bolt anchor connection slat makes up into a whole with building frame construction.

Description

Assembly type bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates
Technical Field
The utility model belongs to the technical field of architectural equipment, concretely relates to adopt assembled bolt anchor structure plate house of constructional column, bar shaped plate.
Background
The prefabricated building is a building structure formed by assembling most or all parts on site by prefabricated parts, wherein the wallboard is used as the most basic module, the manufacturing method is the most mature, and the manufacturing equipment is also the more common mould equipment. The existing wall boards are divided into light wall boards, hollow wall boards, solid wall boards and composite sandwich wall boards, and different improvements can be carried out on the moulds of the wall boards corresponding to different wall boards, so that different effects are achieved.
Because all adopt the prefab to assemble to compare in current reinforced concrete material, take-up fixedly through the long screw rod, thereby very big improvement assembly efficiency, saved the engineering time. The prefabricated parts are adopted for assembly in most of the existing fabricated buildings, but the mode of prefabricating the plates in a factory is mature, the formed plate structure is stable, and the structural strength requirements of the existing fixed structures can be met. But often can adjust according to actual demand to its connected mode, if need better connection stability, then need adopt the bar connection to carry out concrete placement at the junction, thereby reach comparatively stable connection effect.
If the mode of bundling the reinforcing steel bars and pouring concrete is adopted, the assembly efficiency is low, and compared with the mode of directly pouring and forming, the efficiency is not accelerated. And the connection is carried out by adopting the single bolt, so that more parts and longer assembly time are needed, and the connection part between the plates is easy to crack in the later period because the connection part is broken due to the shearing force applied in the vertical direction.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems existing in the prior art, the utility model provides an adopt assembled bolt anchor structure plate house of constructional column, bar shaped plate.
The utility model discloses the technical scheme who adopts does:
an assembled bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates comprises a plurality of combined wall panels tensioned by screws;
the combined wall panels are mutually connected to form a peripheral structure, an independent inner space is formed inside the peripheral structure, and the inner space is divided into a plurality of independent spaces by arranging the combined wall panels connected with the peripheral structure in the inner space;
the combined wall panel comprises a plurality of integrated strip-shaped plates and connecting constructional columns, dovetail grooves or dovetail strips which are mutually clamped and matched are arranged on connecting surfaces of the integrated strip-shaped plates, and the integrated strip-shaped plates are connected end to form a single plane wall body;
the connecting constructional columns comprise corner constructional columns and wall surface connecting columns;
the corner constructional column is used for connecting two combined wall panels forming a peripheral structure, wherein the included angle of the two combined wall panels is in an open interval of 0-180 degrees, and dovetail grooves or dovetail strips which are mutually clamped and matched are also arranged on a connecting surface of the corner constructional column;
the wall surface connecting column is used for connecting at least three combined wall panels, and dovetail grooves or dovetail strips which are mutually clamped and matched are also arranged on the connecting surface of the wall surface connecting column.
The utility model relates to a novel integrated configuration, whole building is formed by a plurality of combination shingle nail combinations, and peripheral structure surrounds the structure that constitutes the whole outside profile of this building, and its limit scope of injecing whole inner space. The inner space can be separated by arranging a plurality of combined wall panels, so that the inner space can be flexibly applied to realize multifunctional space conversion.
The single combined wall panel is generally formed by integrated strip-shaped plates, the integrated strip-shaped plates are strip-shaped plates with certain width, the width of the integrated strip-shaped plates can be adjusted according to actual conditions, and the height of the integrated strip-shaped plates is generally a fixed value. And the narrower face in both sides of integrated bar shaped plate is promptly connected the face, and adjacent integrated bar shaped plate parallel connection each other constitutes a wall structure to it is fixed to take up through the bolt that runs through whole combination shingle nail. A plurality of screw rods are arranged on each combined wall panel at equal intervals along the length direction, and the tensioning holes of each integrated strip-shaped plate are aligned to form a continuous through hole structure during assembly. The penetrating screw is fixed through an integrated strip-shaped plate which is fixed at the end part of the penetrating screw by a fixing bolt.
And in order to avoid the condition that the joint of the integrated strip-shaped plate cracks, the joint face of the integrated strip-shaped plate is provided with a structure which is clamped and limited mutually, namely a dovetail groove and a dovetail strip. When adjacent integrated strip-shaped plates are mutually attached, the connecting surface at one side is a dovetail groove, and the other side is a dovetail strip, so that the pre-positioning effect can be achieved, and meanwhile, a certain anti-dislocation function can be provided through the structure after the screw is tensioned.
The connecting constructional column structure is used for connecting the combined wall panel, and connecting constructional columns are arranged between the adjacent integrated strip-shaped plates on the combined wall panel, namely, the end connection is modified into middle connection. And the connection constructional column is divided into corner constructional column and wall spliced pole according to the difference of function, and the corner constructional column only connects two combination shingles, and the contained angle between two combination shingles of generally connecting is the right angle. The wall surface connecting column is used for connecting a peripheral structure and a structure of a combined wall panel arranged in the inner space, and is arranged between the combined wall panels, and the combined wall panel can be a plate body forming the peripheral structure, can be a plate body arranged in the inner space for separation, and is at least connected with three combined wall panels.
It should be noted that the types and the number of the dovetail grooves and the dovetail bars on the single integrated strip-shaped plate and the connecting structural column are not limited, that is, all the dovetail grooves or the dovetail bars on the single integrated strip-shaped plate can be the dovetail grooves or the dovetail bars, and only the types on the corresponding connecting surfaces need to be adjusted during assembly.
Furthermore, a plurality of tightening holes for the screw rods to pass through are formed in the connecting constructional column and the integrated strip-shaped plate; the connecting constructional column is at least provided with two groups of tensioning holes which are mutually communicated and have the included angle range of the axis between 0 and 180 degrees, an avoiding connecting piece is arranged in one group of tensioning holes, and an avoiding groove for a screw rod in the other group of tensioning holes to pass through is arranged on the avoiding connecting piece.
Because the connecting constructional column is at least connected with two combined wall panels, and the included angle between at least one combined wall panel and other wall panels is not equal to 0 degree or 180 degrees, an avoiding connecting piece for avoiding two vertical screw rods is required to be arranged in the connecting constructional column. Dodge the connecting piece and make one of them of two axis vertical and crossing screw rods cut off from the middle and divide into two solitary screw rods that extend towards both sides through the groove of dodging that is equipped with to there is certain space in dodging the connecting piece middle part, and dodge to be equipped with on the connecting piece and be equipped with corresponding the space and dodge the groove, make another complete screw rod can pass.
In the prior wall surface structure tensioned by the whole screw rod, the screw rods on two sides are often required to be avoided at the connecting part, and the common method is to form dislocation at the opening position of the screw rods, so that the avoiding effect is achieved. However because the utility model relates to an assembly type structure, if the prefab adopts different model specifications, need assemble according to the model when the installation, then influence assembly efficiency. Therefore, the integrated strip-shaped plate with holes in the same position and the connecting constructional column can save the prefabrication cost, increase the assembly efficiency and enable the assembly mode to be more flexible.
Further, integrated bar shaped plate includes two kinds of cross section structures, and one of them integrated bar shaped plate all is equipped with the dovetail on connecting the face, and another kind of integrated bar shaped plate all is equipped with the dovetail on connecting the face.
Furthermore, a dovetail groove and a dovetail strip are simultaneously arranged on the single integrated strip-shaped plate.
Further, connect the constructional column including basic cross sectional shape for the square and be equipped with four and connect the structure of face, and this structure divides including the first constructional column that is equipped with the three dovetail of a dovetail, the second constructional column that is equipped with two dovetails of two dovetails, the third constructional column that is equipped with three dovetail and a dovetail and the T constructional column that is equipped with four dovetails with cross sectional shape, corner constructional column includes first constructional column and second constructional column.
Furthermore, the connecting constructional column also comprises a structure which is used as a corner constructional column and has a square basic section and two connecting surfaces, and the structure comprises a pentagon constructional column provided with two dovetail grooves, a hexangon constructional column provided with one dovetail groove and one dovetail strip and a heptagon constructional column provided with two dovetail strips in the section shape.
Furthermore, the avoiding connecting piece is a double-screw connecting piece and comprises a column body with an inner hexagonal structure in cross section, an A avoiding long hole for a screw to pass through is formed in the column body, and the width of the A avoiding long hole is equal to the outer diameter of the screw; the middle parts of the end faces at the two ends of the column body are outwards protruded to form threaded studs, and strip bolts used for connecting the lead-to screws are arranged on the studs.
Furthermore, the avoiding connecting piece is a double-screw hole connecting piece and comprises a column body with an inner hexagonal structure in cross section, a B avoiding long hole for a screw rod to pass through is formed in the column body, and the width of the B avoiding long hole is equal to the outer diameter of the screw rod; the end faces of the two ends of the column body are inwards sunken to form an inner threaded hole communicated with the B avoidance long hole, and the column body is fixedly connected with the equidirectional screw through the inner threaded hole.
Furthermore, the connecting constructional column is provided with an expansion groove on one group of tensioning holes, and a fixing bolt for tensioning the screw rod in the tensioning hole is arranged in the expansion groove.
Furthermore, integrated bar shaped plate is equipped with the expansion groove on the same side opening terminal surface in its taut hole equally to be equipped with the fixing bolt who is used for taut downthehole screw rod of this taut in the expansion groove, the fixing bolt of the integrated bar shaped plate between adjacent connection structure post all sets up in same one side on same combination shingle nail.
The utility model has the advantages that:
the utility model has the advantages of energy-conserving, material-saving, land-saving, water-saving, time-saving, no raise dust noise pollution, economy and environmental benefit are high, anti-seismic performance is strong, can wide application in the maintenance structure and the floor structure of industry and civil buildings.
The wall structure and the floor structure which are installed by the assembled bolt-anchor connecting batten are connected by adopting a unique fastener anchor bolt, and the assembled bolt-anchor connecting batten and the building frame structure are combined into a whole. Meanwhile, the assembled bolt-anchor connecting batten and the produced assembled bolt-anchor connecting constructional column are connected in a modular combination manner, and a unique green assembled building integrated house can be formed. And the bolt anchor connecting batten has the characteristics of green production simplification, water and electricity pipeline integration, construction assembly modularization, structural combination diversification and the like. The green fabricated building integrated house has reliable anti-cracking, anti-seismic, sound-insulation and heat-insulation performances, and can keep indoor comfort in different seasons. The bolt-anchor connecting technology can also be applied to the installation of common laths, and the bolt-anchor connection can be realized by punching holes on the side edges of the common laths by adopting a unique drilling machine to meet the requirement of the bolt connection, wherein the common laths comprise common ceramsite hollow and solid laths, modified gypsum hollow and solid laths, common concrete hollow and solid laths and the like.
Drawings
FIG. 1 is a schematic side view of the integral assembly shaft of the building of the present invention;
FIG. 2 is a top view of the overall assembly of the building of the present invention;
FIG. 3 is a top view of various variations of the structural connecting column of the present invention;
FIG. 4 is a screw tightening structure of the present invention, in which a portion of the plate material is removed and the connecting portion of the transfer member is exposed from the plate material in FIG. 1;
fig. 5 is an enlarged view of a portion a of fig. 5 according to the present invention;
FIG. 6 is a schematic view of the connection structure of the double-screw connection member of the present invention;
FIG. 7 is a schematic view of the connection structure of the double-screw connector of the present invention;
fig. 8 is a schematic structural view of an escape member according to embodiment 5 of the present invention.
In the figure: 1-integrated strip-shaped plates, 2-corner constructional columns, 3-wall connection columns, 4-tensioning holes, 5-double-screw-head connection pieces, 501-A avoidance long holes, 502-studs, 6-long-strip bolts, 7-screws, 8-double-screw-head connection pieces, 801-B avoidance long holes, 802-internal screws, 9-double-hole sleeves, 901-C avoidance long holes and 902-screws.
Detailed Description
The present invention will be further explained with reference to the drawings and the embodiments.
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present application, it should be noted that if the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. are used for indicating the orientation or positional relationship based on the orientation or positional relationship shown in the drawings or the orientation or positional relationship which is usually placed when the product of the application is used, the description is only for convenience and simplicity, and the indication or suggestion that the referred device or element must have a specific orientation, be constructed in a specific orientation and be operated, and thus, should not be construed as limiting the present application. Furthermore, the appearances of the terms "first," "second," and the like in the description herein are only used for distinguishing between similar elements and are not intended to be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal", "vertical" and the like when used in the description of the present application do not require that the components be absolutely horizontal or overhanging, but may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the present application, it should also be noted that, unless otherwise explicitly stated or limited, the terms "disposed," "mounted," "connected," and "connected" should be interpreted broadly, e.g., as being fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
Example 1:
the embodiment is an assembly type building, and it all adopts the prefab to assemble to compare in current reinforced concrete material, take-up fixedly through long screw 7, thereby very big improvement assembly efficiency, saved the engineering time. The prefabricated parts are adopted for assembly in most of the existing fabricated buildings, but the mode of prefabricating the plates in a factory is mature, the formed plate structure is stable, and the structural strength requirements of the existing fixed structures can be met. But often can adjust according to actual demand to its connected mode, if need better connection stability, then need adopt the bar connection to carry out concrete placement at the junction, thereby reach comparatively stable connection effect. If the mode of bundling the reinforcing steel bars and pouring concrete is adopted, the assembly efficiency is low, and compared with the mode of directly pouring and forming, the efficiency is not accelerated. And the connection is carried out by adopting the single bolt, so that more parts and longer assembly time are needed, and the connection part between the plates is easy to crack in the later period because the connection part is broken due to the shearing force applied in the vertical direction.
The embodiment discloses an assembled bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates, which comprises a plurality of combined wall panels tensioned by screws 7; the combination shingle nail is mutually connected and is enclosed and form peripheral structure and make the inside independent inner space that forms of peripheral structure, and the rethread is equipped with the combination shingle nail of being connected with peripheral structure in the inner space and separates the inner space for a plurality of independent spaces.
The combined wall panel comprises a plurality of integrated strip-shaped plates 1 and connecting constructional columns, wherein the integrated strip-shaped plates 1 are provided with dovetail grooves or dovetail strips which are mutually clamped and matched on connecting surfaces, and the integrated strip-shaped plates 1 are connected end to form a single plane wall body. The connecting constructional column comprises a corner constructional column 2 and a wall surface connecting column 3.
The corner constructional column 2 is used for connecting two combined wall panels forming a peripheral structure, and the included angle of the two combined wall panels is 90 degrees, and dovetail grooves or dovetail strips which are mutually clamped and matched are also arranged on the connecting surface of the corner constructional column 2; the wall surface connecting column 3 is used for connecting at least three combined wall panels, and dovetail grooves or dovetail strips which are mutually clamped and matched are also arranged on the connecting surface of the wall surface connecting column 3.
The present embodiment is a novel combined structure, the whole building is formed by combining a plurality of combined wall panels, and the peripheral structure is a structure which surrounds and forms the whole external contour of the building, and limits the limit range of the whole internal space. The inner space can be separated by arranging a plurality of combined wall panels, so that the inner space can be flexibly applied to realize multifunctional space conversion. The single combined wall panel is generally formed by an integrated strip-shaped plate 1, the integrated strip-shaped plate 1 is a strip-shaped plate with a certain width, the width of the integrated strip-shaped plate can be adjusted according to actual conditions, and the height of the integrated strip-shaped plate is generally a fixed value.
The narrower surfaces of the two sides of the integrated strip-shaped plates 1 are connecting surfaces, the adjacent integrated strip-shaped plates 1 are connected in parallel to form a wall surface structure, and are tightened and fixed through bolts penetrating through the whole combined wall panel. A plurality of screw rods 7 are equidistantly arranged on each combined wall panel along the length direction, and the tensioning holes 4 of each integrated strip-shaped plate 1 are aligned to form a continuous through hole structure during assembly. The penetrating screw 7 fixes the integrated strip-shaped plate 1 connected with the penetrating screw through a fixing bolt fixed at the end part of the penetrating screw. In order to avoid the cracking of the joint of the integrated strip-shaped plate 1, the joint face of the integrated strip-shaped plate 1 is provided with a structure for mutual clamping and limiting, namely a dovetail groove and a dovetail strip.
When adjacent integrated strip-shaped plates 1 are mutually attached, the connecting surface on one side is a dovetail groove, and the other side is a dovetail strip, so that the pre-positioning effect can be achieved, and meanwhile, a certain anti-dislocation function can be provided through the structure after the screw 7 is tensioned. The connecting constructional column structure is used for connecting the combined wall panel, and connecting constructional columns are arranged between the adjacent integrated strip-shaped plates 1 on the combined wall panel, namely, the end connection is modified into middle connection. And the connection constructional column is divided into corner constructional column 2 and wall spliced pole 3 according to the difference of function, and corner constructional column 2 only connects two combination shingles, and the contained angle between two combination shingles of generally connecting is the right angle.
The wall surface connecting column 3 is used for connecting a peripheral structure and a structure of a combined wall panel arranged in the inner space, is arranged between the combined wall panels, and the combined wall panel can be a plate body forming the peripheral structure, can be a plate body arranged in the inner space for separation, and is at least connected with three combined wall panels.
A plurality of tensioning holes 4 for the screw rods 7 to pass through are arranged on the connecting constructional column and the integrated strip plate 1; the connecting structure column is at least provided with two groups of tensioning holes 4 which are mutually communicated and have the included angle of the axis of 90 degrees, and an avoiding connecting piece is arranged in one group of tensioning holes 4, and an avoiding groove for the screw rod 7 in the other group of tensioning holes 4 to pass through is arranged on the avoiding connecting piece.
Because the connecting constructional column at least connects two combined wall panels, and the included angle between at least one combined wall panel and other wall panels is not equal to 0 degree or 180 degrees, an avoiding connecting piece for avoiding two vertical screw rods 7 is required to be arranged in the connecting constructional column. Dodge the connecting piece and make one of them of two axis vertical and crossing screw rods 7 cut off from the middle and divide into two solitary screw rods 7 towards both sides extension through the dodging groove that is equipped with to there is certain space in dodging the connecting piece middle part, and dodge to be equipped with on the connecting piece and be equipped with to dodge the groove corresponding to the space, make another complete screw rod 7 can pass.
In the prior wall surface structure tensioned by the whole screw 7, the screw 7 on two sides is usually required to be avoided at the connecting part, and the common method is to form dislocation at the hole opening position, thereby achieving the effect of avoiding. However, since the present embodiment is an assembly type building, if the prefabricated members have different models and specifications, they need to be assembled according to the models during installation, which affects the assembly efficiency. Therefore, the integrated strip-shaped plate 1 with holes in the same position and the connecting constructional column can save the prefabrication cost, increase the assembly efficiency and enable the assembly mode to be more flexible.
Example 2:
the embodiment is an assembled bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates, and comprises a plurality of combined wall panels tensioned by screw rods 7 as shown in figures 1-8; the combination shingle nail is mutually connected and is enclosed and form peripheral structure and make the inside independent inner space that forms of peripheral structure, and the rethread is equipped with the combination shingle nail of being connected with peripheral structure in the inner space and separates the inner space for a plurality of independent spaces.
The combined wall panel comprises a plurality of integrated strip-shaped plates 1 and connecting constructional columns, wherein the integrated strip-shaped plates 1 are provided with dovetail grooves or dovetail strips which are mutually clamped and matched on connecting surfaces, and the integrated strip-shaped plates 1 are connected end to form a single plane wall body. The connecting constructional column comprises a corner constructional column 2 and a wall surface connecting column 3.
The corner constructional column 2 is used for connecting two combined wall panels forming a peripheral structure, and the included angle of the two combined wall panels is 90 degrees, and dovetail grooves or dovetail strips which are mutually clamped and matched are also arranged on the connecting surface of the corner constructional column 2; the wall surface connecting column 3 is used for connecting at least three combined wall panels, and dovetail grooves or dovetail strips which are mutually clamped and matched are also arranged on the connecting surface of the wall surface connecting column 3.
Integrated bar shaped plate 1 includes two kinds of cross section structures, and one of them integrated bar shaped plate 1 all is equipped with the dovetail on connecting the face, and another kind of integrated bar shaped plate 1 all is equipped with the dovetail on connecting the face.
Example 3:
the present embodiment is optimized and limited based on the above embodiment 1, as shown in fig. 3, wherein a single integrated strip-shaped plate 1 is provided with a dovetail groove and a dovetail strip at the same time.
The connecting constructional column comprises a structure with a square basic cross section and four connecting surfaces, the structure comprises an A constructional column with three dovetail grooves of one dovetail strip, a B constructional column with two dovetail grooves of two dovetail strips, a C constructional column with three dovetail strips and one dovetail groove and a D constructional column with four dovetail strips in cross section, and the corner constructional column 2 comprises the A constructional column and the B constructional column.
The connecting constructional column also comprises a structure which is used as the basic section of the corner constructional column 2, is square and is provided with two connecting surfaces, and the structure comprises a pentagon constructional column provided with two dovetail grooves, a hexangon constructional column provided with one dovetail groove and one dovetail strip and a heptagon constructional column provided with two dovetail strips in section shapes.
As shown in fig. 4, in which a structural view in which connection structural pillars are classified according to their sectional shapes or side shapes is shown, it can be seen that, in which the so-called basic sectional shape means that the structural pillar is originally a rod member structure having a square section, the sectional shape thereof is changed by providing a dovetail groove or a dovetail bar on the connection surface thereof. The two structural columns of B are 4a and 4c, and one structural column of B is formed by adjacent dovetail strips, and the other structural column of B is formed by opposite dovetail strips.
In the assembly scheme shown in fig. 3, all corner building columns 2 are of the nail structure shown at 4b, wherein only one dovetail structure is provided in the four connecting faces.
And 4e is third constructional column, 4g is the T constructional column, and third constructional column can be used in the wall spliced pole 3 of connecting three composite wall panels, and T constructional column can only set up and connect four composite wall panels in the inner space.
Of these, 4d is a heptad constructional column, 4f is a hexa constructional column, and 4h is a penta constructional column, which has only two faces as connecting faces and which uses as corner constructional column 2 a plane capable of forming a continuous transition with the outer surface of the composite wall panel on both sides at the corner.
In the present embodiment, the avoiding connector is a double-screw connector 5, as shown in fig. 6 and 8, the avoiding connector includes a column body having a cross-sectional shape of an inner hexagonal structure, an a avoiding long hole 501 for the screw 7 to pass through is provided on the column body, and the width of the a avoiding long hole 501 is equal to the outer diameter of the screw 7; the middle parts of the end faces of the two ends of the column body are outwards protruded to form threaded studs 502, and long bolts 6 used for connecting leading screws 7 are arranged on the studs 502.
Example 4:
in this embodiment, optimization and limitation are performed in embodiment 2, the avoiding connecting member is a double-screw hole connecting member 8, and includes a column body having a cross-sectional shape of an inner hexagonal structure, a B avoiding long hole 801 through which the screw 7 passes is formed in the column body, and the width of the B avoiding long hole 801 is equal to the outer diameter of the screw 7; the end faces of the two ends of the column body are inwards recessed to form an inner threaded hole 802 communicated with the B avoidance long hole 801, and the column body is fixedly connected with the screw 7 in the same direction through the inner threaded hole 802.
The connecting constructional column is provided with an expansion groove on one group of the tensioning holes 4, and a fixing bolt for tensioning the screw 7 in the tensioning hole 4 is arranged in the expansion groove. Integrated bar 1 is equipped with the expansion groove on the same side opening terminal surface of its taut hole 4 equally to be equipped with the fixing bolt who is used for taut screw rod 7 in this taut hole 4 in the expansion groove, the fixing bolt of integrated bar 1 between adjacent connection constructional column all sets up in same one side on the same combination shingle nail.
Example 5:
in this embodiment, optimization and limitation are performed in embodiment 2, as shown in fig. 8, the avoiding connecting member is a double-hole sleeve 9, a C avoiding long hole 901 is formed in the middle of the double-hole sleeve 9, holes with smooth inner walls are formed at two ends of the double-hole sleeve 9, the holes are communicated with the C avoiding long hole 901, and a polygonal sinking groove is formed in an end surface of one side of the communication.
As can be seen in fig. 8, a screw 902 is inserted into a hole corresponding to two sides in the C avoiding long hole 901, one end of the screw 902 is an external thread, and the other end of the screw 902 is a polygonal expanded end, and the screw 902 is inserted into the hole by inserting, so that the part provided with the external thread penetrates through the whole hole to be connected with an external sleeve, and then the screw 7 is connected with the sleeve.
The present invention is not limited to the above-mentioned alternative embodiments, and various other products can be obtained by anyone under the teaching of the present invention. The above detailed description should not be taken as limiting the scope of the invention, which is defined in the following claims, and which can be used to interpret the claims.

Claims (10)

1. The utility model provides an adopt assembled bolt anchor structure plate house of constructional column, bar shaped plate which characterized in that: comprises a plurality of combined wall panels tensioned by a screw rod (7);
the combined wall panels are mutually connected to form a peripheral structure, an independent inner space is formed inside the peripheral structure, and the inner space is divided into a plurality of independent spaces by arranging the combined wall panels connected with the peripheral structure in the inner space;
the combined wall panel comprises a plurality of integrated strip-shaped plates (1) and connecting constructional columns, dovetail grooves or dovetail strips which are mutually clamped and matched are arranged on connecting surfaces of the integrated strip-shaped plates (1), and the integrated strip-shaped plates (1) are connected end to form a single plane wall body;
the connecting constructional column comprises a corner constructional column (2) and a wall surface connecting column (3);
the corner constructional column (2) is used for connecting two combined wall panels forming a peripheral structure in an open interval with an included angle ranging from 0 to 180 degrees, and dovetail grooves or dovetail strips which are mutually clamped and matched are also arranged on the connecting surface of the corner constructional column (2);
the wall surface connecting column (3) is used for connecting at least three combined wall panels, and dovetail grooves or dovetail strips which are mutually clamped and matched are also arranged on the connecting surface of the wall surface connecting column (3).
2. The fabricated bolt-and-anchor structural panel house using structural columns and strip-shaped plates according to claim 1, wherein: a plurality of tensioning holes (4) for the screw rods (7) to pass through are formed in the connecting structural column and the integrated strip plate (1); the connecting structure column is at least provided with two groups of tensioning holes (4) which are mutually communicated and have included angles of axes within 0-180 degrees, and each group of tensioning holes (4) is internally provided with an avoiding connecting piece which is provided with an avoiding groove for a screw rod (7) in the other group of tensioning holes (4) to pass through.
3. The fabricated bolt-anchored structural panel house using structural pillars, strip-shaped panels according to claim 1 or 2, wherein: the integrated strip-shaped plate (1) comprises two cross section structures, wherein one integrated strip-shaped plate (1) is provided with a dovetail strip on the connecting surface, and the other integrated strip-shaped plate (1) is provided with a dovetail groove on the connecting surface.
4. The fabricated bolt-and-anchor structural panel house using structural columns and strip-shaped plates according to claim 2, wherein: the single integrated strip-shaped plate (1) is simultaneously provided with a dovetail groove and a dovetail strip.
5. The fabricated bolt-and-anchor structural panel house using structural columns and strip-shaped plates according to claim 4, wherein: the connecting constructional column comprises a square basic section and is provided with four connecting surfaces, the structure comprises a first constructional column provided with three dovetail grooves of one dovetail strip, a second constructional column provided with two dovetail grooves of two dovetail strips, a third constructional column provided with three dovetail strips and one dovetail groove and a fourth constructional column provided with four dovetail strips, and the section shape of the structure is divided into the first constructional column, the second constructional column, the third constructional column and the fourth constructional column, wherein the first constructional column and the second constructional column are respectively arranged on the first constructional column and the second constructional column.
6. The fabricated bolt-and-anchor structural panel house using structural columns and strip-shaped plates according to claim 5, wherein: the connecting constructional column also comprises a structure which is used as a corner constructional column (2) and has a square basic section and two connecting surfaces, and the structure comprises a pentagon constructional column with two dovetail grooves, a hexangon constructional column with one dovetail groove and one dovetail strip and a heptagon constructional column with two dovetail strips in the section shape.
7. The fabricated bolt-and-anchor structural panel house using structural columns and strip-shaped plates according to claim 6, wherein: the avoiding connecting piece is a double-screw connecting piece (5) and comprises a column body with a cross section of an inner hexagonal structure, an A avoiding long hole (501) for a screw (7) to penetrate through is formed in the column body, and the width of the A avoiding long hole (501) is equal to the outer diameter of the screw (7); the middle parts of the end faces of the two ends of the column body are outwards protruded to form threaded studs (502), and long bolts (6) used for connecting leading screws (7) are arranged on the threaded studs (502).
8. The fabricated bolt-and-anchor structural panel house using structural columns and strip-shaped plates according to claim 6, wherein: the avoiding connecting piece is a double-screw hole connecting piece (8) and comprises a column body with a cross section of an inner hexagonal structure, a B avoiding long hole (801) for a screw to pass through is formed in the column body, and the width of the B avoiding long hole (801) is equal to the outer diameter of the screw (7); the end faces of the two ends of the column body are inwards sunken to form an inner threaded hole (802) communicated with the B avoidance slotted hole (801), and the column body is fixedly connected with a screw (7) in the same direction through the inner threaded hole (802).
9. The fabricated bolt-and-anchor structural panel house of claim 8, wherein the structural panel comprises a structural column and a strip-shaped panel, and the structural panel comprises: the connecting constructional column is provided with an expansion groove on one group of the tensioning holes (4), and a fixing bolt for tensioning a screw rod (7) in the tensioning hole (4) is arranged in the expansion groove.
10. The fabricated bolt-and-anchor structural panel house using structural columns and strip-shaped panels as claimed in claim 9, wherein: integrated bar board (1) is equipped with the expansion groove on the same side opening terminal surface of its taut hole (4) equally to be equipped with the fixing bolt who is used for taut screw rod (7) in this taut hole (4) in the expansion groove, all set up with the same side at the fixing bolt of the integrated bar board (1) between the adjacent connection constructional column on the same combination shingle nail.
CN201922059299.9U 2019-11-26 2019-11-26 Assembly type bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates Active CN211312853U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922059299.9U CN211312853U (en) 2019-11-26 2019-11-26 Assembly type bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922059299.9U CN211312853U (en) 2019-11-26 2019-11-26 Assembly type bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates

Publications (1)

Publication Number Publication Date
CN211312853U true CN211312853U (en) 2020-08-21

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922059299.9U Active CN211312853U (en) 2019-11-26 2019-11-26 Assembly type bolt-anchor structure plate type house adopting constructional columns and strip-shaped plates

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Country Link
CN (1) CN211312853U (en)

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