CN214169411U - Can have enough to meet need full assembled concrete and face to build corridor system of encorbelmenting for board room - Google Patents

Can have enough to meet need full assembled concrete and face to build corridor system of encorbelmenting for board room Download PDF

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Publication number
CN214169411U
CN214169411U CN202021400164.0U CN202021400164U CN214169411U CN 214169411 U CN214169411 U CN 214169411U CN 202021400164 U CN202021400164 U CN 202021400164U CN 214169411 U CN214169411 U CN 214169411U
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Prior art keywords
corridor
concrete
frame
board
railing
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CN202021400164.0U
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Chinese (zh)
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寇广辉
邬晓
罗敏军
杨勇
刘凯
卢世杰
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First Construction Co Ltd of China Construction Third Engineering Division
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First Construction Co Ltd of China Construction Third Engineering Division
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Abstract

The utility model provides a can have enough to meet need full assembled concrete and face to build corridor system of encorbelmenting for board house. The method comprises the following steps: a corridor board; the railing is detachably connected with the corridor board; wherein, the relative both sides of corridor board set up a plurality of railings respectively, and the mutual interval setting each other in proper order of a plurality of railings of every side. The utility model discloses can have enough to meet the need the use, on-the-spot ann tears fast, has effectively improved building efficiency, has practiced thrift the time limit for a project, has reduced construction cost.

Description

Can have enough to meet need full assembled concrete and face to build corridor system of encorbelmenting for board room
Technical Field
The utility model relates to a construction technical field particularly, relates to can have enough to meet need full assembled concrete and face to build the board house with corridor system of encorbelmenting.
Background
In the related art, in the building construction board house facing facility, the structural steel diagonal brace and the patterned steel plate are generally adopted to be connected with the structure to serve as a board house facing cantilever corridor, so that the walking noise is excessive, the office work and rest of field personnel are seriously influenced, the attractiveness is poor, and the field image is influenced.
SUMMERY OF THE UTILITY MODEL
The present invention aims to solve at least one of the above technical problems.
An object of the utility model is to provide a can have enough to meet need full assembled concrete and face to build corridor system of encorbelmenting for board house.
For realizing the utility model discloses a purpose, the embodiment of the utility model provides a can have enough to meet need full assembled concrete and face to build the board house with corridor system of encorbelmenting, include: a corridor board; the railing is detachably connected with the corridor board; wherein, the relative both sides of corridor board set up a plurality of railings respectively, and the mutual interval setting each other in proper order of a plurality of railings of every side.
In this technical scheme, the railing can be dismantled with the corridor board and be connected, can improve turnover efficiency and the application scope that can have enough to meet need full assembled concrete and face to build the board room with the corridor system of encorbelmenting.
Additionally, the utility model provides a technical scheme can also have following additional technical characterstic:
among the above-mentioned technical scheme, the corridor board includes: a concrete body; the wrapping frame is arranged along the outer edge of the concrete body and used for wrapping the edge of the concrete body; and one end of the hoisting embedded part is arranged in the concrete body, and the other end of the hoisting embedded part extends out of the concrete body.
In the technical scheme, the anti-permeability concrete is adopted, the anti-permeability grade is P6, the strength grade is C35, the concrete body is provided with a wrapping frame, and the wrapping frame is made of rolled edge cold-bending thin-wall steel, so that the structural strength of the concrete body can be increased. At least a part of hoist and mount built-in fitting is located the concrete this internally, and the corridor system of encorbelmenting for the board house is faced to the complete assembled concrete that can have enough to meet the need hoists, can improve the turnover efficiency that can have enough to meet the need the complete assembled concrete and face the board house and use the corridor system of encorbelmenting.
In any of the above technical solutions, the corridor board further includes: and the net piece is arranged in the concrete body.
In the technical scheme, the sheet is a reinforcing mesh, and a plurality of reinforcing steel bars are crossed to form the mesh sheet. The concrete body is made of impervious concrete, and the impervious concrete is poured into the meshes, so that the structural strength of the concrete body can be improved.
In any one of the above technical solutions, the edge covering frame includes: a side frame; the top frame is arranged at one end of the side frame; the bottom frame is arranged at the other end of the side frame; the top frame and the bottom frame are arranged oppositely, a groove-shaped structure is enclosed by the top frame, the side frames and the bottom frame, and the groove-shaped structure is used for coating the edge of the concrete body.
In this technical scheme, side frame, top frame and end frame form the cell type structure, can wrap the edge of concrete body, and simple structure is convenient for install and pour out concrete body.
In any of the above technical solutions, the top frame is provided with a first insertion frame extending into the concrete body.
In this technical scheme, the one end that the side frame was kept away from to the top frame is inwards bent out and is first inserted the frame, makes the combination of top frame and concrete body more firm, and can improve concrete body's structural strength.
In any of the above technical solutions, the bottom frame is provided with a second insertion frame extending into the concrete body.
In this technical scheme, the one end that the side frame was kept away from to the end frame is inwards bent out the second and is inserted the frame, makes the combination of end frame and concrete body more firm, and can improve concrete body's structural strength.
In any one of the above technical solutions, the hoisting embedded part includes: a base plate; one end of the connecting piece is connected with the bottom plate; the hoisting piece is detachably connected with the connecting piece; wherein, the bottom plate and the connecting piece are respectively arranged in the concrete body, and the hoisting piece extends out of the concrete body for hoisting.
In this technical scheme, the bottom plate is connected with the connecting piece, all locates in the concrete body, can guarantee the structural strength of hoist and mount built-in fitting, after hoist and mount many times, still can not break the structural strength that can the concrete body.
In any of the above technical solutions, the connecting member includes a sleeve; wherein, the sleeve can be dismantled with the hoist and mount piece and be connected.
In this technical scheme, set up the steel casing pipe as the connecting piece, can make things convenient for more to be connected with hoist and mount piece, the steel casing pipe has the internal thread, and hoist and mount piece has the external screw thread, and hoist and mount piece can realize dismantling the connection through threaded connection with the connecting piece, conveniently has enough to meet the need and uses and transports.
In any one of the above technical solutions, the rail includes: a connecting beam; a plurality of railing bodies, on the tie-beam was just located side by side to mutual interval, railing body and tie-beam can be dismantled and be connected.
In this technical scheme, the railing body is different kinds of standard modularization, and the one end of railing body is equipped with frame construction, reserves the bolt entrance to a cave on frame construction, through on-the-spot spelling, forms wholly with prefabricated shaped steel roof beam high strength bolted connection, and frame construction conveniently can dismantle with the tie-beam and be connected. Can dismantle with the railing body through the tie-beam and be connected, can improve the turnover rate of prefabricated corridor railing.
In any one of the above technical solutions, the connection beam includes: a beam body; a plurality of first connecting pieces are arranged on the beam body side by side at intervals and are used for detachably connecting the railing body.
In this technical scheme, the roof beam body is the I-steel, through set up first connecting piece on the roof beam body to connect the railing body, can further make things convenient for the connection.
In any one of the above technical solutions, the first connecting member includes: a first plate; a second plate, and the first plate
The plates are mutually spaced and oppositely arranged to define a clamping groove; wherein, the one end of railing body stretches into in the draw-in groove for wear to establish the fastener and connect railing body, first board and second board.
In this technical scheme, the one end of railing body is equipped with frame construction, and frame construction stretches into in the draw-in groove, encorbelments the reservation bolt entrance to a hole of a hole and the reservation bolt entrance to a hole high strength bolt of the splice plate of prefabricated shaped steel roof beam of corridor system railing and is connected to the hole, then wears to establish fasteners such as bolt and link together first board, second board and frame construction, not only can realize dismantling of railing body and tie-beam to be connected, and in frame construction stretched into the draw-in groove, makes the connection of railing body and tie-beam more firm.
In any one of the above technical solutions, the connection beam further includes: the second connecting pieces are spaced from each other and arranged on the beam body side by side; wherein the second connector is for connection with a corridor board.
In this technical scheme, through set up the second connecting piece on the roof beam body, make the roof beam body can dismantle with the board and be connected, improved the turnover efficiency of the corridor system railing of encorbelmenting.
Additional aspects and advantages of the invention will be set forth in part in the description which follows, or may be learned by practice of the invention.
Drawings
Fig. 1 is a schematic top view of an overhanging corridor system for a turnover fully-assembled concrete temporary board house according to some embodiments of the present invention;
fig. 2 is a schematic diagram of a cross-sectional view of an overhanging corridor system for a returnable fully-assembled concrete temporary board house according to some embodiments of the present invention;
fig. 3 is a schematic top view of a corridor board of an overhanging corridor system for a turnover fully-assembled concrete temporary board room according to some embodiments of the present invention;
fig. 4 is a schematic diagram of a cross-sectional view of a corridor slab of an overhanging corridor system for a returnable fully-assembled concrete temporary board house according to some embodiments of the present invention;
fig. 5 is a schematic cross-sectional structure view of a frame of an overhanging corridor system for a turnover fully-assembled concrete temporary board house according to some embodiments of the present invention;
fig. 6 is a schematic structural view of a hoisting embedded part of an overhanging corridor system for a turnover fully-assembled concrete temporary board house according to some embodiments of the present invention;
fig. 7 is the utility model discloses but some embodiments's complete assembled concrete of turnover faces building board house with the sectional structure schematic diagram of the railing of corridor system of encorbelmenting.
Wherein, the correspondence between the reference numbers and the part names in fig. 1 to 7 is:
100: can have enough to meet need full assembled concrete and face to build the board house with corridor system of encorbelmenting, 110: corridor board, 112: concrete body, 114: packet border, 1142: side frame, 1144: top rim, 11442: first bezel, 11446: second bezel, 1146: base frame, 116: hoisting embedded parts, 1162: floor, 1164: connector, 1166: sling, 118: mesh, 119: embedded part, 120: a rail, 122: connecting beam, 1222: beam body, 1224: first connector, 12242: first plate, 12244: second panel, 12246: card slot, 1226: second connector, 124: railing body, 130: a cross member.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention more clearly understood, the present invention will be described in further detail with reference to the accompanying drawings and detailed description. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and therefore the scope of the present invention is not limited by the specific embodiments disclosed below.
Technical solutions of some embodiments of the present invention are described below with reference to fig. 1 to 4.
Example 1
As shown in fig. 1 and 2, the present embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete temporary board house, which includes: a corridor board 110; a balustrade 120 detachably connected to the corridor panel 110; wherein, the opposite both sides of corridor board 110 set up a plurality ofly respectively railing 120, and just a plurality of every side railing 120 sets up each other interval in proper order.
In this embodiment, railing 120 can dismantle with corridor board 110 and be connected, can improve turnover efficiency and application scope that can have enough to meet need full assembled concrete and face to build board room with corridor system 100 that encorbelments. In order to increase the strength of the connection structure of the overhanging corridor system 100 for the turnover fully-assembled concrete temporary board house, a cross beam 130 is further arranged between the railings 120 at the two sides, and the two ends of the cross beam 130 are respectively connected to the prefabricated upright columns.
Example 2
As shown in fig. 3 and 4, the present embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete board house. In addition to the technical features of the above embodiment, the present embodiment further includes the following technical features:
the corridor board 110 includes: the concrete body 112, the edge-covering frame 114 and the hoisting embedded parts 116, wherein the edge-covering frame 114 is arranged along the outer edge of the concrete body 112 and is used for coating the edge of the concrete body 112; one end of the hoisting embedded part 116 is arranged in the concrete body 112, and the other end extends out of the concrete body 112.
In this embodiment, the concrete body 112 is made of impervious concrete, the impervious grade is P6, the strength grade is C35, the concrete body 112 is provided with a wrapping frame 114, the wrapping frame 114 is made of rolled cold-formed thin-walled steel, and the height, the width and the thickness of the wrapping frame 114 are 60mm, 80mm and 3mm, respectively. The structural strength of the concrete body 112 can be increased. At least one part of the hoisting embedded part 116 is arranged in the concrete body 112, so that the corridor board 110 is conveniently hoisted, and the turnover efficiency of the corridor board 110 can be improved. An embedded part 119 is further arranged in the edge of the concrete body 112 and is used for being detachably connected with the railing 120. The embedded part 119 is a sleeve structure, and can be connected to the balustrade 120 by fastening members such as bolts.
Example 3
As shown in fig. 3 and 4, the present embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete board house. In addition to the technical features of the above embodiment, the present embodiment further includes the following technical features:
the corridor board 110 further includes: and a mesh 118, wherein the mesh 118 is arranged in the concrete body 112.
In this embodiment, the mesh 118 is made of steel bar mesh, the steel bars are made of HRB400 steel bars, and the mesh 118 is formed by crossing a plurality of steel bars. Impervious concrete is adopted in the concrete body 112, the impervious grade is P6, the strength grade is C35, and the concrete body 112 is poured in the mesh 118, so that the structural strength of the concrete body 112 can be increased.
Example 4
As shown in fig. 5, the present embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete temporary board house. In addition to the technical features of the above embodiment, the present embodiment further includes the following technical features:
the pack frame 114 includes: side frame 1142, top frame 1144, bottom frame 1146, top frame 1144, disposed at one end of side frame 1142; a bottom frame 1146 disposed at the other end of the side frame 1142; the top frame 1144 and the bottom frame 1146 are disposed opposite to each other, and the top frame 1144, the side frame 1142 and the bottom frame 1146 enclose a groove structure, and the groove structure is used for covering the edge of the concrete body 112.
In this embodiment, the side frames 1142, the top frame 1144 and the bottom frame 1146 form a groove structure, which can cover the edge of the concrete body 112, and the structure is simple, so as to facilitate installation and casting of the concrete body 112.
Example 5
As shown in fig. 5, the present embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete temporary board house. In addition to the technical features of the above embodiment, the present embodiment further includes the following technical features:
the top rim 1144 has a first inset rim 11442 extending into the concrete body 112.
In this embodiment, the end of the top rim 1144 away from the side rim 1142 is bent inward to form the first inserting rim 11442, so that the top rim 1144 is combined with the concrete body 112 more firmly, and the structural strength of the concrete body 112 can be improved.
Example 6
As shown in fig. 5, the present embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete temporary board house. In addition to the technical features of the above embodiment, the present embodiment further includes the following technical features:
the bottom rim 1146 is provided with a second inset rim 11446 extending into the concrete body 112.
In this embodiment, the end of the bottom frame 1146 away from the side frame 1142 is bent inward to form the second inserting frame 11446, so that the bottom frame 1146 is combined with the concrete body 112 more firmly, and the structural strength of the concrete body 112 can be improved.
Example 7
As shown in fig. 5 and 6, the present embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete board house. In addition to the technical features of the above embodiment, the present embodiment further includes the following technical features:
hoisting embedment 116 includes: a bottom plate 1162, a connecting piece 1164, a hoisting piece 1166 and a connecting piece 1164, wherein one end of the connecting piece 1164 is connected with the bottom plate 1162; a hoisting piece 1166 detachably connected with the connecting piece 1164; wherein, the bottom plate 1162 and the connecting piece 1164 are respectively arranged in the concrete body 112, and the hoisting piece 1166 extends out of the concrete body 112 for hoisting.
In this embodiment, the bottom plate 1162 and the connecting member 1164 are connected and both disposed in the concrete body 112, so that the structural strength of the hoisting embedded part 116 can be ensured, and the structural strength of the concrete body 112 can not be damaged after multiple times of hoisting.
The connector 1164 includes a sleeve; wherein the sleeve is detachably connected with the hoisting piece 1166.
In this embodiment, set up the steel casing pipe that the diameter is 32mm as connecting piece 1164, can be more conveniently connected with hoist and mount piece 1166, the interval of two adjacent steel casing pipes is 600mm, and the distance of just sleeve distance concrete body 112's long limit is 332.5mm, and the distance apart from the short edge is 913 mm. The steel casing has the internal thread, and hoist and mount piece 1166 has the external screw thread, and hoist and mount piece 1166 can realize dismantling the connection through threaded connection with connecting piece 1164, conveniently has enough to meet the need use and transports.
Example 8
As shown in fig. 7, the embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete temporary board house. In addition to the technical features of the above embodiment, the present embodiment further includes the following technical features:
the rail 120 includes: coupling beam 122 and a plurality of railing body 124, a plurality of railing body 124 are each other spaced apart and locate on coupling beam 122 side by side, and railing body 124 can dismantle with coupling beam 122 and be connected.
In this embodiment, railing body 124 is different kinds of standard modularization, and railing body 124's one end is equipped with frame construction, reserves the bolt entrance to a cave on frame construction, through on-the-spot spelling, forms wholly with prefabricated steel roof beam high strength bolted connection, and frame construction is convenient to be dismantled with tie-beam 122 and is connected. Can dismantle with railing body 124 through tie-beam 122 and be connected, can improve railing 120's turnover rate. The end of the connecting beam 122 is detachably connected to the prefabricated pillar.
Example 9
As shown in fig. 7, the present embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete temporary board house. In addition to the technical features of the above embodiment, the present embodiment further includes the following technical features:
the connection beam 122 includes: the rail body 1222 and a plurality of first connectors 1224, the plurality of first connectors 1224 being spaced apart from each other and being disposed side by side on the rail body 1222 for detachably connecting the rail body 124.
In this embodiment, the beam body 1222 is an i-beam, and the first connecting member 1224 is disposed on the beam body 1222 to connect the rail body 124, so that the connection is further facilitated.
Example 10
As shown in fig. 7, the present embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete temporary board house. In addition to the technical features of the above embodiment, the present embodiment further includes the following technical features:
the first connecting member 1224 includes: a first plate 12242 and a second plate 12244, the second plate 12244 being spaced from and disposed opposite the first plate 12242 to form a clamping arrangement to define the card slot 12246; one end of the balustrade body 124 extends into the slot 12246 for inserting a fastener to connect the balustrade body 124, the first plate 12242 and the second plate 12244.
In this embodiment, the one end of railing body 124 is equipped with frame construction, frame construction stretches into in the draw-in groove 126, can have enough to meet the need full assembled concrete to face and build the board room with the reservation bolt entrance to a hole of encorbelmenting the reservation bolt entrance to a hole of the splint of the corridor system railing of encorbelmenting and prefabricated shaped steel roof beam and to be connected to the hole, then wear to establish fasteners such as bolt with first board 12242, second board 12244 and frame construction link together, not only can realize railing body 124 and tie-beam 122 can dismantle and be connected, and frame construction stretches into in the draw-in groove 12246, make railing body 124 more firm with the connection of tie-beam 122.
Example 11
As shown in fig. 7, the present embodiment provides an overhanging corridor system 100 for a turnover fully-assembled concrete temporary board house. In addition to the technical features of the above embodiment, the present embodiment further includes the following technical features:
the connection beam 122 further includes: a plurality of second connection members 1226, the second connection members 1226 being spaced apart from each other and arranged side by side on the beam body 1222; wherein the second connector 1226 is adapted to connect to the corridor board 110.
In this embodiment, the second connecting member 1226 is disposed on the beam body 1222, and the second connecting member 1226 has rib ribs, so that the beam body 1222 can be detachably connected to the corridor board, thereby improving the turnover efficiency of the balustrade 120.
The construction method of the overhanging corridor system for the turnover fully-assembled concrete temporary plate house comprises the following steps:
1) forming a reinforcing mesh;
2) folding the edge-curling cold-bending thin-wall steel ladle frame;
3) performing fusion penetration welding forming on the frame of the turned edge cold-bending thin-wall steel ladle;
4) embedding a part and embedding a pipeline;
5) pouring concrete;
6) and (5) maintaining the component.
In order to ensure the thickness of the concrete protective layer, in the step 1), a high-strength mortar cushion block with the same thickness as the protective layer is required to be arranged at each 1m position. In the step 2), the frame of the turned-edge cold-bending thin-wall steel ladle adopts 3mm thick and thin-wall section steel, the section steel is 60mm in height, 80mm in width, 3mm in thickness, internally provided with 32-diameter steel sleeves, and 600mm in distance. In order to guarantee that the flatness of the cantilever corridor system structure for the fully-assembled concrete temporary building board house can be circulated, the section steel is installed at a specified position in a blocking mode before the section steel edge covering frame in the step 2) is folded, the elevation and the flatness of the section steel are controlled through adjusting the elevation of the surface, and then the level gauge is adopted to recheck the elevation. In order to ensure the welding quality of the section steel, in the step 3), the welding operation is carried out in a workshop and in an environment that the surface temperature of the steel plate is more than or equal to 0 ℃ and the relative humidity is less than or equal to 80%. The butt welding seam has to be provided with an arc striking plate which is required to be carried out on the butt welding seam, the arc striking plate and the arc extinguishing plate are taken off after the welding is finished, and the defects of splashing, air holes, arc pits, undercut and the like are repaired or cleaned. In the step 4), 4 hoisting point embedded parts of the cantilever corridor system for the turnover fully-assembled concrete temporary plate building are arranged at 4 corners of the corridor plate respectively at positions which are 332.5mm away from the long side and 913mm away from the short side of the corridor plate, the length and the width of each embedded part are 150mm, and a steel bar threaded sleeve with the diameter of 20 is welded on the upper part of each embedded part to serve as a hoisting part 1166. In order to ensure the quality of concrete pouring, in the step 5), the slump of the concrete needs to be strictly controlled, the slump of the concrete needs to be tested on site before the concrete is poured in each corridor plate structure, and the concrete with the slump not meeting the requirement needs to be immediately returned for use; in the step 5), the plug-in vibrating spear is used for fast plugging and slow pulling, plug points are uniformly arranged and move point by point and are sequentially carried out, omission is avoided, and uniform compaction and no over-vibration are realized; and 5) knocking the side surface of the section steel by using a rubber hammer in the concrete pouring process, so that the compactness of the concrete is ensured. In order to ensure the quality of the cantilever corridor system for the turnover fully-assembled concrete temporary building board house, in the step 6), the concrete curing method adopts water-retaining curing with a mold, and the curing period is 2 weeks.
This kind can have enough to meet need full assembled concrete and face building board house corridor system of encorbelmenting, crossbeam 130 is connected to the hole through the bolt hole of reserving on the end board and the high strength bolt of prefabricated stand. The cross beam 130 and the connecting beam 122 are connected through reserved bolt holes and high-strength bolts to form an overhanging corridor stress system. The corridor board 110 is a standard modular prefabricated floor, and a whole cantilever corridor is formed by connecting pre-buried steel sleeves of the modular prefabricated floor with ribbed steel plates of the connecting beam 122 through reserved bolt holes and high-strength bolts. The balustrade 120 is a standard modular prefabricated balustrade, and the whole protection structure is formed by connecting different types of modular prefabricated balustrades and the first connecting piece 1224 of the connecting beam 122 through reserved bolt holes and high-strength bolts.
The utility model discloses beneficial effect does:
1. the noise influence is greatly reduced. Because this can have enough to meet need full assembled concrete face to build the corridor system of encorbelmenting for board room is the corridor of encorbelmenting, is factory's concrete prefabricated component, and on-the-spot modularization is assembled and is connected with prefabricated shaped steel roof beam, has eliminated the influence of walking noise to staff life and work basically.
2. Standard modularization and reliable quality. Because this corridor of encorbelmenting is the standardized preparation processing of mill, and bolted connection is assembled on the scene, and the easy control of in-process quality inspection acceptance can guarantee construction quality.
3. Can be used in a turnover way, and saves the cost. The construction method can be quickly installed and disassembled on site, effectively improves the construction efficiency of the building, saves the construction period and reduces the construction cost.
In the present application, the terms "first", "second", "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; the term "plurality" means two or more unless expressly limited otherwise. The terms "mounted," "connected," "fixed," and the like are to be construed broadly, and for example, "connected" may be a fixed connection, a removable connection, or an integral connection; "coupled" may be direct or indirect through an intermediary. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the description of the present invention, it should be understood that the terms "upper", "lower", "left", "right", "front", "back", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or unit indicated must have a specific direction, be constructed and operated in a specific orientation, and therefore, should not be construed as limiting the present invention.
In the description of the present specification, the description of the terms "one embodiment," "some embodiments," "specific embodiments," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (10)

1. The utility model provides a can have enough to meet need full assembled concrete face to build board house with corridor system of encorbelmenting which characterized in that includes:
a corridor board (110);
a balustrade (120) removably connected to the corridor panel (110);
wherein, the opposite both sides of corridor board (110) set up a plurality ofly respectively railing (120), and a plurality of every side railing (120) set up each other at intervals in proper order.
2. The cantilevered corridor system for a returnable fully fabricated concrete temporary board house according to claim 1, characterized in that the corridor board (110) comprises:
a concrete body (112);
the edge wrapping frame (114) is arranged along the outer edge of the concrete body (112) and is used for wrapping the edge of the concrete body (112);
and one end of the hoisting embedded part (116) is arranged in the concrete body (112), and the other end of the hoisting embedded part extends out of the concrete body (112).
3. The cantilevered corridor system for a returnable fully fabricated concrete temporary board house according to claim 2, wherein the corridor board (110) further comprises:
a mesh (118) disposed within the concrete body (112).
4. The cantilevered corridor system for a returnable fully fabricated concrete temporary board house according to claim 2, characterized in that said bounding frame (114) comprises:
a side frame (1142);
a top rim (1144) disposed at one end of the side rim (1142);
a bottom frame (1146) disposed at the other end of the side frame (1142);
the top frame (1144) and the bottom frame (1146) are arranged oppositely, and a groove-shaped structure is enclosed by the top frame (1144), the side frames (1142) and the bottom frame (1146) and used for coating the edge of the concrete body (112).
5. The cantilevered corridor system for a returnable fully-fabricated concrete temporary board house according to claim 4,
the top frame (1144) is provided with a first inserting frame (11442) extending into the concrete body (112).
6. The cantilevered corridor system for a returnable fully-fabricated concrete temporary board house according to claim 4,
the bottom frame (1146) is provided with a second inserting frame (11446) extending into the concrete body (112).
7. The cantilevered corridor system for the epicyclic fully assembled concrete temporary board houses according to any of the claims 2 to 6, wherein said hoisting embedments (116) comprise:
a base plate (1162);
a connecting piece (1164) having one end connected to the bottom plate (1162);
the hoisting piece (1166) is detachably connected with the connecting piece (1164);
the bottom plate (1162) and the connecting piece (1164) are arranged in the concrete body (112) respectively, and the hoisting piece (1166) extends out of the concrete body (112) for hoisting.
8. The cantilevered corridor system for a returnable fully fabricated concrete temporary board house according to any of the claims 1 to 6, characterized in that the balustrade (120) comprises:
a connecting beam (122);
a plurality of railing bodies (124), set up on coupling beam (122) each other at interval and side by side, railing body (124) with coupling beam (122) can dismantle the connection.
9. The cantilevered corridor system for a returnable fully fabricated concrete temporary board house according to claim 8, characterized in that the connection beam (122) comprises:
a beam body (1222);
the first connecting pieces (1224) are spaced from each other and arranged on the beam body (1222) side by side and used for detachably connecting the railing body (124).
10. The cantilevered corridor system for a returnable fully fabricated concrete temporary board house according to claim 9, wherein the connection beam (122) further comprises:
a plurality of second connectors (1226) spaced apart from each other and arranged side by side on the beam body (1222);
wherein the second connector (1226) is for connection with the corridor board (110).
CN202021400164.0U 2020-07-15 2020-07-15 Can have enough to meet need full assembled concrete and face to build corridor system of encorbelmenting for board room Active CN214169411U (en)

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