CN109914776A - A kind of assembled architecture overhanging balcony position peripheral structure - Google Patents

A kind of assembled architecture overhanging balcony position peripheral structure Download PDF

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Publication number
CN109914776A
CN109914776A CN201910356630.5A CN201910356630A CN109914776A CN 109914776 A CN109914776 A CN 109914776A CN 201910356630 A CN201910356630 A CN 201910356630A CN 109914776 A CN109914776 A CN 109914776A
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China
Prior art keywords
vertical
outer protective
shear wall
pedal
precast shear
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CN201910356630.5A
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CN109914776B (en
Inventor
林继锋
刘博�
姜国祥
郭江
范彬
黄涛
杨挺
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China Metallurgical Construction Engineering Group Co Ltd
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China Metallurgical Construction Engineering Group Co Ltd
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Abstract

The present invention relates to a kind of assembled architecture overhanging balcony position peripheral structures, and including vertical precast shear wall, precast shear wall is equipped with the balcony floor face for the precast shear wall lateral surface that overhangs out, and there are two outer protective frames for the lateral surface connection of precast shear wall;Outer protective frame includes horizontal pedal, and the upper surface of pedal is connected with vertical positive guard plate, and one side of the positive guard plate with pedal far from precast shear wall is concordant;Two outer protective frames are located at the both ends of the balcony floor face, pedal is concordant with balcony floor face, positive guard plate is extended with the extension backplate for protecting balcony floor face corresponding end close to one end of balcony floor face, vertical outer protective plate is removably connected with by connector between two extension backplates, outer protective plate is concordant with the overhanging side of balcony floor face for the protection on the outside of balcony floor face.Overhanging balcony building enclosure of the invention is simpler, outer protective frame, outer protective plate be it is detachable, it is easy for construction while guaranteeing safe.

Description

A kind of assembled architecture overhanging balcony position peripheral structure
Technical field
The invention belongs to the protection technology fields of building, and in particular to a kind of assembled architecture overhanging balcony position periphery Protection structure.
Background technique
In the work progress of assembled architecture, overhanging scaffold, console mode steel pipe feet hand is can be used in peripheral protective system The frame bodies shapes such as frame, fixed attachment protective frame, integral operation platform, monoblock type adhering lifting protective frame, tool type scaffold Formula.Wherein overhanging scaffold, ground steel pipe scaffold are traditional form, there are limited height, build that difficult, wall is reserved The disadvantages of hole is excessive, the frame body form structure of monoblock type and complicated for operation, it is desirable that higher.It is relatively common at present to use tool The outer protective frame of the tool-type of formula scaffold, also has standard used in connection with, also has correlation to be related in the prior art, such as: CN206376507U, CN108756196A, CN207110421U, CN106677509A, CN108868096A, but it is relevant outer Protective frame is all to be connected to wall outer side, and place to use in similar air-conditioning in one circle of the wall outer side of building connection The overhangings locations of structures such as plate, balcony also compares and lacks corresponding peripheral structure, discloses a kind of bay window in CN106677509A The structure of outer protective frame specially devises peripheral structure for bay window, in addition also specially devises and is used to support peripheral protective knot The structures such as builder's jack, screw rod, bolt, inverted U fixture, the channel steel of structure, and it also requires in conjunction with wall special construction and implement, than More complex, applicability is poor;In addition still there is construction inconvenience in the related outer protective frame being related to, and design considers incomplete ask Topic;All be further improved optimization.
Summary of the invention
For the above-mentioned deficiency of the prior art, the technical problem to be solved in the present invention is to provide a kind of overhangings of assembled architecture Balcony position peripheral structure obtains simple, the easy for construction effect of structure.
In order to solve the above technical problems, the present invention adopts the following technical scheme:
A kind of assembled architecture overhanging balcony position peripheral structure, including vertical precast shear wall, the precast shear wall It is equipped with the balcony floor face for the precast shear wall lateral surface that overhangs out, there are two outer anti-for the lateral surface connection of the precast shear wall Retaining frame;The outer protective frame includes horizontal pedal, and the upper surface of pedal is connected with vertical positive guard plate, the positive guard plate with step on One side of the plate far from precast shear wall is concordantly to play the role of protecting construction personnel on pedal;Described two outer protective frames point Not Wei Yu the balcony floor face both ends, the pedal is concordant with the upper surface of balcony floor face, the positive guard plate close to sun One end of platform floor face is extended with the extension backplate for protecting balcony floor face corresponding end, passes through connection between two extension backplates Part is removably connected with vertical outer protective plate, and the outer protective plate is concordant with the overhanging side of balcony floor face to be used for balcony Protection on the outside of floor face.
Above-mentioned technical proposal is further improved, the connector, which is located at, to be extended on backplate, and an extension backplate is equipped with two A connector is simultaneously in vertical interval setting, and the connector includes the horizontal bar for being connected L-shaped and vertical muscle, the horizontal bar Free end is connected with backplate is extended, the horizontal bar and balcony floor face overhang out precast shear wall direction in the same direction to form extension Hook shape, the position that four connectors are corresponded on the outer protective plate offer perforative cavity, and the horizontal bar of connector is worn Corresponding cavity is crossed, the vertical muscle is located at the outside of outer protective plate so that outer protective plate to be articulated between two extension backplates.
Further, the outer protective plate includes square frame, and the square frame includes upper transverse bar, lower transverse bar and two The vertical dowel at end is also connected with transverse bar and the second lower transverse bar on second between the two vertical dowel, and described two is vertical Be equipped with steel wire in dowel, the frame shape that transverse bar and the second lower transverse bar are constituted on second, on upper transverse bar and second between transverse bar with And the gap between lower transverse bar and the second lower transverse bar is formed as institute's cavity.
Further, the lower surface of the pedal is connected at least two tripods, and each tripod is along the length side of pedal It is arranged to interval, the tripod includes the vertical channel steel and horizontal channel steel being connected in inverted L-shaped, the web and pedal of horizontal channel steel Lower surface be connected, the web of vertical channel steel it is concordant close to the one side of precast shear wall with pedal and with precast shear wall outside Side abuts against, and the web vertical of vertical channel steel, which is spaced apart, to be set there are two through-hole, corresponds to the through-hole on precast shear wall It is prefabricated with wall-through hole, the wall-through hole and through-hole are sequentially passed through by through-wall bolt and threaded coupling nut bolts vertical channel steel Flexible rope is additionally provided on the outside of precast shear wall, vertical channel steel, flexible rope is connected to prevent from dismantling with the nut Back nut is fallen.
Further, the nut includes nut body, and an end face of the nut body is equipped with convex edge, described convex Two perforation are offered along upper horizontal interval, activity is equipped with system and turns bolt in the perforation, described to make the screw rod end for turning bolt It is connected on the web of vertical channel steel.
Further, the through-hole and perforation be kidney slot and its slotting length direction in the same direction in order to finely tune with it is prefabricated The link position of shear wall.
Further, the flexible rope is iron chains.
Further, the wall-through hole is the small taper type hole of the outer imperial palace of diameter.
Compared with prior art, the invention has the following beneficial effects:
1, peripheral structure of the invention, in conjunction with comparative maturity outer protective frame and implement, by positive guard plate close to balcony floor The extension backplate that the one end in face extends to implement protection to the corresponding end of balcony floor face, passes through what is connected between two extension backplates Outer protective plate implements protection to the outside of balcony floor face, and structure is simpler, and outer protective plate is detachable, repeats in outer protective frame Disassembly handling is more convenient during use, when the peripheral structure that two extension backplates and outer protective plate are formed does not influence construction also Passage of the construction personnel on pedal, balcony floor face, facilitates construction while guaranteeing safe.
2, Functional Design of the invention is more perfect, and for outer protective frame in assembling and dissembling process, through-wall bolt and nut disengage screw thread After connection, nut is limited by flexible rope, keeps connection status with vertical channel steel always, nut is not independent form, is kept away Exempted to dismantle back nut the problem of easily falling or lose of bolt, when reuse, nut be connected to by flexible rope it is perpendicular To on channel steel, does not need to be equipped with or find nut again, offer convenience to reuse, facilitate construction, also eliminate disassembly When nut fall the security risk for causing personal injury, improve safety.
3, outer protective frame of the invention and when wall connecting, through-wall bolt has some activities in the wall-through hole of taper, It only needs to rotate through-wall bolt in side, and the other side can not need to hold screw thread initial connection of the nut to complete the two (when connection) can be compensated by the activity and be looked for, and also do not needed to turn nut system (in connection and disassembly process), simplified behaviour Make process, improves construction efficiency;And it is simple to manufacture, material is easy to get, low manufacture cost.
Detailed description of the invention
A kind of structural schematic diagram of assembled architecture overhanging balcony position peripheral structure of Fig. 1-embodiment one;
The top view of Fig. 2-Fig. 1;
The left view of Fig. 3-Fig. 1;
A partial enlarged view in Fig. 4-Fig. 3;
The schematic diagram of a kind of replaceable form of structure in Fig. 5-Fig. 3;
A kind of preferred structure schematic diagram of outer protective plate in Fig. 6-embodiment one;
The dependency structure schematic diagram of the vertical channel steel of one intermediate cam frame of Fig. 7-embodiment;
The top view of Fig. 8-Fig. 7;
The left view of Fig. 9-Fig. 7;
A kind of structural schematic diagram of assembled architecture overhanging balcony position peripheral structure of Figure 10-embodiment two;
Wherein, precast shear wall 1, wall-through hole 11, balcony floor face 2, overhanging side 21, outer protective frame 3, pedal 31, positive guard plate 32, extend backplate 33, connector 34, horizontal bar 341, vertical muscle 342, vertical section 343, outer protective plate 4, cavity 41, upper transverse bar 42, lower transverse bar 43, vertical dowel 44, transverse bar 45 on second, the second lower transverse bar 46, steel wire 47, tripod 5, vertical channel steel 51, horizontal channel steel 52, bearing diagonal muscle 53, horizontal connection muscle 54, through-hole 55, through-wall bolt 6, nut 7, nut body 71, convex edge 72, perforation 73, system turns bolt 74, flexible rope 8.
Specific embodiment
Specific embodiments of the present invention will be described in further detail with reference to the accompanying drawing.
Embodiment one
Referring to Fig. 1-3, a kind of assembled architecture overhanging balcony position peripheral structure of embodiment one prefabricated is cut including vertical Power wall 1, the top of the precast shear wall 1 is equipped with the balcony floor face 2 for overhanging and protruding 1 lateral surface of precast shear wall, described There are two outer protective frames 3 for the lateral surface connection of precast shear wall 1;The outer protective frame 3 includes tripod 5 and horizontal pedal 31, the pedal 31 is connected by being connected to the tripod 5 of its lower surface with precast shear wall 1, the upper surface connection of pedal 31 Have vertical positive guard plate 32, positive guard plate 32 and pedal 31 are isometric, the positive guard plate 32 with pedal 31 far from precast shear wall 1 one Side is concordantly to play the role of protecting construction personnel on pedal 31;Described two outer protective frames 3 are located at the balcony building The left and right ends of plate face 2, the pedal 31 is concordant with the upper surface of balcony floor face 2, two pedals 31 respectively with balcony floor face 2 Both ends abut against;The positive guard plate 32 is extended with close to one end of balcony floor face 2 for protecting 2 corresponding end of balcony floor face Extension backplate 33, extend backplate 33 and positive guard plate 32 be contour, it is generally the case that balcony floor face 2 overhangs out precast shear wall 1 The length of lateral surface is greater than the width of pedal 31, and in the present embodiment, it is perpendicular with positive guard plate 32 and to separate to extend backplate 33 The direction of precast shear wall 1 extends, and the free end for extending the extension of backplate 33 is concordant with the overhanging side 21 of balcony floor face 2, Vertical outer protective plate 4, the outer protective plate 4 and balcony building are removably connected with by connector 34 between two extension backplates 33 The overhanging side 21 of plate face 2 is concordantly with the protection for 2 outside of balcony floor face.
The peripheral structure of embodiment one, in conjunction with comparative maturity outer protective frame 3 and implement, pass through positive guard plate 32 close to sun The extension backplate 33 that one end of platform floor face 2 extends to implement protection to the corresponding end of balcony floor face 2, extends backplate by two The outer protective plate 4 connected between 33 implements protection to the outside of balcony floor face 2, and structure is simpler, and outer protective plate 4 is removable It unloads, more convenient during outer protective frame 3 is reused to dismantle handling, two extension backplates 33 and outer protective plate 4 are formed outer Building enclosure does not influence passage of the construction personnel on pedal 31, balcony floor face 2 when construction also, convenient while guaranteeing safe Construction.
Referring to fig. 4, wherein the connector 34 is located in the free end end face for extending backplate 33, an extension backplate 33 On set there are two connector 34 and in vertical interval setting, the connector 34 includes the horizontal bar 341 for being connected L-shaped and vertical Muscle 342, the free end of the horizontal bar 341 are connected with backplate 33 is extended, and four connectors 34 are located on same vertical plane, i.e., and four A connector 34 is located on same vertical plane with the corresponding link position point for extending backplate 33, outstanding with balcony floor face 2 It is concordant to stretch side 21, overhang out the direction of precast shear wall 1 of the horizontal bar 341 and balcony floor face 2 is linked up in the same direction to be formed Shape, the outer protective plate 4 are slab construction, and the position that four connectors 34 are corresponded on outer protective plate 4 offers respectively to be passed through The cavity 41 worn, the horizontal bar 341 of connector 34 pass through corresponding cavity 41, and the vertical muscle 342 is located at the outer of outer protective plate 4 Side, outer protective plate 4 are just fallen on each horizontal bar 341 by self weight, in being articulated between two extension backplates 33;Cavity 41 it is vertical Size should be greater than the vertical dimension of the connector 34 to promote outer protective plate 4 and to tear open outward along 341 direction of horizontal bar again later It unloads, implements when mounting to be reversed, the thickness of outer protective plate 4 is preferably with vertical muscle 342 between the end face for extending backplate 33 Reduce the shaking volume after outer protective plate 4 mounts away from corresponding.
This provides a kind of specific structures being detachably connected, and it is convenient and reliable to mount outer protective plate 4;It is outer anti-when implementation The plate face shape of backplate 4 can correspond to the shape of the overhanging side 21 of balcony floor face 2, be not necessarily flat type, as long as The connection of corner location and connection;When implementation, connector 34 usually by reinforcing bar bending and is welded on extension backplate 33, even Fitting 34 can also be as shown in Figure 5 when being manufactured by reinforcing bar bending it is Z-shaped, increased by a vertical section 343 of more bendings with Extend the welded connecting length of backplate 33, guarantee connector 34 and extends the bonding strength of backplate 33.
Referring to Fig. 6, selectively, the outer protective plate 4 include square frame, the square frame include upper transverse bar 42, Lower transverse bar 43 and the two vertical dowels 44 for being connected to their both ends are also connected with second between the two vertical dowel 44 Upper transverse bar 45 and the second lower transverse bar 46, transverse bar 45 is adjacent with upper transverse bar 42, parallel and below upper transverse bar 42 on second, and second Lower transverse bar 46 is adjacent with lower transverse bar 43, parallel and be located at lower 43 top of transverse bar, transverse bar 45 on the two vertical dowel 44, second Steel wire 47 is equipped in the frame shape constituted with the second lower transverse bar 46, on upper transverse bar 42 and second between transverse bar 45 and lower transverse bar 43 Gap between the second lower transverse bar 46 is formed as the cavity 41.
In this way, providing a kind of preferred structure of outer protective plate 4, lightweight is simple to manufacture, reliable with the mounting of connector 34, Cooperated by the horizontal bar 341 of two vertical dowels 44 and connector 34, the horizontal displacement of outer protective plate 4 can be limited, guarantee to make Use safety.
Referring to Fig. 3,7-9, wherein there are two tripods 5 for the lower surface connection of the pedal 31, and two tripods 5 are along pedal 31 length direction interval setting, the tripod 5 includes the vertical channel steel 51 and horizontal channel steel 52 being connected in inverted L-shaped, horizontal The web of channel steel 52 is connected with the lower surface of pedal 31 and perpendicular to the length direction of pedal 31, the web of vertical channel steel 51 with step on Plate 31 is concordant close to the one side of precast shear wall 1 and abuts against with the lateral surface of precast shear wall 1, the web of vertical channel steel 51 It is above vertically spaced apart through-hole 55 there are two setting, wall-through hole 11 is prefabricated on precast shear wall 1 corresponding to the through-hole 55, passes through Through-wall bolt 6 sequentially passes through the wall-through hole 11 and through-hole 55 and vertical channel steel 51 is bolted and cut prefabricated by threaded coupling nut 7 Outer protective frame 3 is connected in the outside of precast shear wall 1, is additionally provided with flexible rope 8 on vertical channel steel 51 by the outside of power wall 1, Flexible rope 8 is connected to prevent disassembly back nut 7 from falling with the nut 7.
In this way, outer protective frame 3 because be it is repeatedly used, in through-wall bolt 6 and during being used cooperatively of nut 7, Connection and disassembly require manually to construct respectively from wall two sides, and side rotates bolt, and the other side turns the system of nut 7, operation Process is more troublesome, and after especially dismantling, the nut 7 being used cooperatively with through-wall bolt 6 is in separate state, be easy to fall or Lose, inconvenience when causing to reuse also falls to the security risk of wound.The present embodiment is connected respectively by flexible rope 8 After connecing vertical channel steel 51 and nut 7, in disassembly, after through-wall bolt 6 is threadedly coupled with the disengagement of nut 7, nut 7 is by flexibility Rope 8 limits, and keeps connection status with vertical channel steel 51 always, and nut 7 is not independent monomeric form, avoids disassembly bolt Back nut 7 easily the problem of falling or losing, convenient for storing, when reuse, nut 7 be connected to by flexible rope 8 it is perpendicular To on channel steel 51, does not need to be equipped with or find nut 7 again, offer convenience to reuse, facilitate construction, also eliminate and tear open Nut 7 falls the security risk for causing personal injury when unloading, and improves safety.
Wherein, the nut 7 includes nut body 71, and an end face of the nut body 71 is equipped with convex edge 72, institute It states horizontal interval on convex edge 72 and offers two perforation 73, be particularly located at the two sides of nut body 71, activity in the perforation 73 The system of being equipped with turns bolt 74, and the screw rod end that the system turns bolt 74 is connected on the web of vertical channel steel 51, and specially screw thread connects It is connected to the internal thread hole being correspondingly provided on the web, internal thread hole is preferably blind hole in order to which determining system turns the depth of the screw-in of bolt 74 It spends and is convenient for screwing, the nut body 71 and convex edge 72 can be slided along the length direction that turn bolt 74 is made.
In this way, in the connection and disassembly process of through-wall bolt 6 and nut 7, it is only necessary to through-wall bolt 6 is rotated in side, And the other side can not need to hold screw thread initial connection (when connection) of the nut 7 to complete the two, not need to make nut 7 Turn to simplify operating process (in connection and disassembly process), improve construction efficiency.When implementation, the convex edge 72 can choose circle Or other shapes, the present embodiment are circular steel plate, are machined with the hole for connecting with nut body 71 on convex edge 72 to cover 71 outside of nut body is simultaneously fixedly connected by welding form.It is machined on the convex edge 72 for connecting with nut body 71 Hole is also possible to the form of the internal thread hole major diameter slightly larger than nut body 71, then keeps concentricity by the end of nut body 71 Face abuts against and is welded and fixed with convex edge 72, also can achieve using effect.
Wherein, the through-hole 55 and perforation 73 be kidney slot (also referred to as kidney slot) and its slotting length direction in the same direction so as to In the link position of fine tuning and precast shear wall 1.The kidney slot that through-hole 55 and perforation 73 are formed in the present embodiment is in vertical, shape It is less than the inscribed circle diameter that the system turns the regular hexagon head of bolt 74 at the groove width of the kidney slot of perforation 73, is greater than system Turn the external screw thread major diameter at the screw rod end of bolt 74, it is ensured that the effect of flexible connection and avoid nut body 71 and convex edge 72 sliding It is de-.Kidney slot is for the position of wall-through hole 11 on opposite precast shear wall 1, and the position of outer protective frame 3 can be finely tuned to meet Construction size requirements, this is also not use nut 7 being directly anchored to vertical 51 upper type reason for it of channel steel, in addition, adopting After being also convenient for the internal screw thread sliding teeth of nut 7 with the form of 8 attaching nut 7 of flexible rope, the replacement of nut 7, directly by nut 7 The inconvenience for necessarily causing nut 7 to replace with the mode of vertical 51 solid welding of channel steel.When implementation, be formed as opening for the kidney slot of through-hole 55 Groove width should be corresponding with the spiro rod section major diameter of through-wall bolt 6 or be slightly larger than.
Wherein, the flexible rope 8 is iron chains, and both ends are welded with the web of vertical channel steel 51 and the convex edge 72 respectively It is connected, specifically optional one side of the convex edge 72 towards nut body 71.In this way, guaranteeing using effect, guarantee making for flexible rope 8 With the service life, connect simple and reliable.
Wherein, the wall-through hole 11 is the small taper type hole of the outer imperial palace of diameter, in this way, bolting in through-wall bolt 6 and nut 7 Screw thread initial connection when, adjustable through-wall bolt 6 makes its screw rod end that can look for nut 7, thus at the beginning of the screw thread both made When beginning to connect, it is only necessary to through-wall bolt 6 is rotated in side, and the other side can not need to hold nut 7, release is artificial, convenient Construction.
When implementation, hot rolled steel plate is may be selected in the pedal 31, positive guard plate 32, extension backplate 33, and connection type can be weldering Gu or be detachably connected, also can choose reinforced mesh, correspond to reinforced mesh, to have in length and breadth reinforcing bar (be also possible to square steel, Angle steel) the steel skeleton (steel framework) that is welded, reinforced mesh is connected on steel skeleton and uses;Tripod 5 it is vertical Channel steel 51 and horizontal channel steel 52 open 45 ° of inclined-planes in end respectively, at L-shaped to be welded to connect, the web of horizontal channel steel 52 with step on The lower surface of plate 31 connects, and can be solid welding, can also bolt.Oblique branch is also connected between vertical channel steel 51 and horizontal channel steel 52 Muscle 53 is supportted, can also be connected between the middle part of bearing diagonal muscle 53 and vertical channel steel 51 in horizontal connection muscle 54(Fig. 1 as convenient for signal Nut 7 and conceal bearing diagonal muscle 53 and horizontal connection muscle 54), to form more firm tripod 5.
Embodiment two
Embodiment two and embodiment one the difference is that, in actual conditions, the form of precast shear wall 1 and with overhanging There are also other forms for the positional relationship of balcony floor face 2, and referring to Figure 10, balcony floor face 2 is located to be turned close to precast shear wall 1 At angle, in two outer protective frames 3 of the lateral surface of precast shear wall 1 connection, one be it is perpendicular with balcony floor face 2, It is illustrated at the outer protective frame 3 of 2 left end of balcony floor face, in the outer protective frame 3 of the left end, positive guard plate 32 is close to balcony floor The extension backplate 33 that the one end in face 2 extends is L-shaped (vertical view), equally plays the role of the corresponding end for protecting balcony floor face 2, even Fitting 34 or setting are specially located at the end face concordant with the overhanging side 21 of balcony floor face 2 on the extension backplate 33 On, equally outer protective plate 4 can be connected with identical structure type, reach effect above-mentioned, it is corresponding to be covered with the extension of pedal 31 2 left end space of balcony floor face to avoid stepping on sky, pedal 31 be also still it is concordant with balcony floor face 2 and with 2 end of balcony floor face What face abutted against, guarantee walking safety.
Finally, it is stated that the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although referring to compared with Good embodiment describes the invention in detail, those skilled in the art should understand that, it can be to skill of the invention Art scheme is modified or replaced equivalently, and without departing from the objective and range of technical solution of the present invention, should all be covered at this In the scope of the claims of invention.

Claims (8)

  1. It is described prefabricated to cut including vertical precast shear wall (1) 1. a kind of assembled architecture overhanging balcony position peripheral structure Power wall (1) is equipped with the balcony floor face (2) of precast shear wall (1) lateral surface that overhangs out, the outside of the precast shear wall (1) There are two outer protective frame (3) for face connection;The outer protective frame (3) includes horizontal pedal (31), and the upper surface of pedal (31) connects Be connected to vertical positive guard plate (32), the positive guard plate (32) and pedal (31) far from the one side of precast shear wall (1) it is concordant with Play the role of protecting construction personnel on pedal (31);It is characterized by: described two outer protective frames (3) are located at the sun The both ends of platform floor face (2), the positive guard plate (32) are extended with close to the one end of balcony floor face (2) for protecting balcony floor The extension backplate (33) of face (2) corresponding end is removably connected between two extension backplates vertical outer anti-by connector (34) Backplate (4), the outer protective plate (4) are concordant with overhanging side (21) of balcony floor face (2) to be used for balcony floor face (2) outside The protection of side.
  2. 2. a kind of assembled architecture overhanging balcony position peripheral structure according to claim 1, it is characterised in that: the company Fitting (34), which is located at, to be extended on backplate (33), is set on an extension backplate (33) there are two connector (34) and is set in vertical interval Set, the connector (34) includes be connected L-shaped horizontal bar (341) and vertical muscle (342), the horizontal bar (341) from It is connected by end with backplate (33) are extended, the horizontal bar (341) and balcony floor face (2) overhang out the side of precast shear wall (1) To in the same direction to form hook-shaped, correspond on the outer protective plate (4) four connectors (34) position offer it is perforative The horizontal bar (341) of cavity (41), connector (34) passes through corresponding cavity (41), and the vertical muscle (342) is located at outer protection The outside of plate (4) is outer protective plate (4) to be articulated between two extension backplates (33).
  3. 3. a kind of assembled architecture overhanging balcony position peripheral structure according to claim 2, it is characterised in that: described outer Protective plate (4) includes square frame, and the square frame includes the vertical connection of upper transverse bar (42), lower transverse bar (43) and both ends Muscle (44), is also connected with transverse bar on second (45) and second lower transverse bar (46) between the two vertical dowel (44), and described two Equipped with steel wire (47), upper cross in vertical dowel (44), the frame shape that transverse bar (45) and second lower transverse bar (46) are constituted on second It is empty that gap on muscle (42) and second between transverse bar (45) and between lower transverse bar (43) and second lower transverse bar (46) is formed as institute Chamber (41).
  4. 4. a kind of any one of -3 assembled architecture overhanging balcony position peripheral structure, feature exist according to claim 1 In: the lower surface of the pedal (31) is connected at least two tripods (5), length side of each tripod (5) along pedal (31) It is arranged to interval, the tripod (5) includes the vertical channel steel (51) and horizontal channel steel (52) being connected in inverted L-shaped, horizontal channel steel (52) web is connected with the lower surface of pedal (31), and the web of vertical channel steel (51) and pedal (31) are close to precast shear wall (1) one side is concordant and abuts against with the lateral surface of precast shear wall (1), and the web vertical interval of vertical channel steel (51) opens up There are two through-hole (55), correspond to the through-hole (55) and are prefabricated with wall-through hole (11) on precast shear wall (1), pass through spiral shell through walls Bolt (6) sequentially passes through the wall-through hole (11) and through-hole (55) and threaded coupling nut (7) bolts vertical channel steel (51) pre- The outside of shear wall (1) processed is additionally provided with flexible rope (8) on vertical channel steel (51), flexible rope (8) and the nut (7) phase Even to prevent disassembly back nut (7) from falling.
  5. 5. a kind of assembled architecture overhanging balcony position peripheral structure according to claim 4, it is characterised in that: the spiral shell Female (7) include nut body (71), and an end face of the nut body (71) is equipped with convex edge (72), on the convex edge (72) Horizontal interval offers two perforation (73), and described perforation (73) interior activity is equipped with system and turns bolt (74), and the system turns bolt (74) screw rod end is connected on the web of vertical channel steel (51).
  6. 6. a kind of assembled architecture overhanging balcony position peripheral structure according to claim 4, it is characterised in that: described logical Hole (55) and perforation (73) are kidney slot and its slotting length direction in the same direction in order to finely tuning and the connection of precast shear wall (1) Position.
  7. 7. a kind of assembled architecture overhanging balcony position peripheral structure according to claim 4, it is characterised in that: described soft Property rope (8) be iron chains.
  8. 8. a kind of assembled architecture overhanging balcony position peripheral structure according to claim 4, it is characterised in that: described to wear Porthole (11) is the small taper type hole of the outer imperial palace of diameter.
CN201910356630.5A 2019-04-29 2019-04-29 Outer protective structure of assembled building overhang balcony position Active CN109914776B (en)

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Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20318911U1 (en) * 2003-12-05 2004-02-26 Doka Industrie Gmbh Railing for a formwork platform and stage element with a railing
CN2809084Y (en) * 2005-03-28 2006-08-23 郭祥山 Structure parts for implementing outside thermal insulating decoration for reinforced wall
CA2624516A1 (en) * 2008-03-07 2009-09-07 Germain Depot Scaffolding
CA2734531A1 (en) * 2008-08-22 2010-02-25 Lc Industry Pty Ltd Modular frame
CN201908441U (en) * 2010-12-20 2011-07-27 中建七局第二建筑有限公司 Waterproof wall-through pull rod
EP2392750A1 (en) * 2010-06-07 2011-12-07 Sateco Tie for removably supporting and attaching a structure to a wall, provided with an adapter
CN204311719U (en) * 2014-11-21 2015-05-06 安徽万升架业有限公司 External hanging type scaffold
CN204676695U (en) * 2015-06-09 2015-09-30 西安市建筑工程总公司 Prefabricated balcony breast board installation structure
CN205577451U (en) * 2016-04-05 2016-09-14 上海建工五建集团有限公司 Instrument formula protection frame suitable for assemble integral concrete horizontal element
CN205637644U (en) * 2016-05-30 2016-10-12 中冶建工集团有限公司 Entrance to a cave protective structure
CN205976413U (en) * 2016-07-27 2017-02-22 中国建筑第八工程局有限公司 A hang cage subassembly for installing tower crane support side pipe
CN106677509A (en) * 2017-02-14 2017-05-17 中天建设集团有限公司 Design finalization external protective frame system used for assembly type building construction
CN106894625A (en) * 2017-04-01 2017-06-27 赵东平 Modularization external hanging type scaffold
CN107524284A (en) * 2017-09-18 2017-12-29 山东天齐置业集团股份有限公司 A kind of regularization pylon protection system and installation method
US9898905B1 (en) * 2017-04-26 2018-02-20 Jerome S. Heisler, Jr. Apparatus and method for a balcony access status alert system
CN207469801U (en) * 2017-11-24 2018-06-08 重庆渝隆远大住宅工业有限公司 The protective device of component is chosen outside a kind of building
CN207526155U (en) * 2017-11-10 2018-06-22 远大住宅工业(杭州)有限公司 A kind of outer bridging piece protection net system
CN109208754A (en) * 2018-09-20 2019-01-15 深圳市鹏升建设有限公司 A kind of support construction and its construction method of house construction engineering cantilevered plate
CN209817386U (en) * 2019-04-29 2019-12-20 中冶建工集团有限公司 Outer enclosure structure of overhanging balcony position of prefabricated building

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20318911U1 (en) * 2003-12-05 2004-02-26 Doka Industrie Gmbh Railing for a formwork platform and stage element with a railing
CN2809084Y (en) * 2005-03-28 2006-08-23 郭祥山 Structure parts for implementing outside thermal insulating decoration for reinforced wall
CA2624516A1 (en) * 2008-03-07 2009-09-07 Germain Depot Scaffolding
CA2734531A1 (en) * 2008-08-22 2010-02-25 Lc Industry Pty Ltd Modular frame
EP2392750A1 (en) * 2010-06-07 2011-12-07 Sateco Tie for removably supporting and attaching a structure to a wall, provided with an adapter
CN201908441U (en) * 2010-12-20 2011-07-27 中建七局第二建筑有限公司 Waterproof wall-through pull rod
CN204311719U (en) * 2014-11-21 2015-05-06 安徽万升架业有限公司 External hanging type scaffold
CN204676695U (en) * 2015-06-09 2015-09-30 西安市建筑工程总公司 Prefabricated balcony breast board installation structure
CN205577451U (en) * 2016-04-05 2016-09-14 上海建工五建集团有限公司 Instrument formula protection frame suitable for assemble integral concrete horizontal element
CN205637644U (en) * 2016-05-30 2016-10-12 中冶建工集团有限公司 Entrance to a cave protective structure
CN205976413U (en) * 2016-07-27 2017-02-22 中国建筑第八工程局有限公司 A hang cage subassembly for installing tower crane support side pipe
CN106677509A (en) * 2017-02-14 2017-05-17 中天建设集团有限公司 Design finalization external protective frame system used for assembly type building construction
CN106894625A (en) * 2017-04-01 2017-06-27 赵东平 Modularization external hanging type scaffold
US9898905B1 (en) * 2017-04-26 2018-02-20 Jerome S. Heisler, Jr. Apparatus and method for a balcony access status alert system
CN107524284A (en) * 2017-09-18 2017-12-29 山东天齐置业集团股份有限公司 A kind of regularization pylon protection system and installation method
CN207526155U (en) * 2017-11-10 2018-06-22 远大住宅工业(杭州)有限公司 A kind of outer bridging piece protection net system
CN207469801U (en) * 2017-11-24 2018-06-08 重庆渝隆远大住宅工业有限公司 The protective device of component is chosen outside a kind of building
CN109208754A (en) * 2018-09-20 2019-01-15 深圳市鹏升建设有限公司 A kind of support construction and its construction method of house construction engineering cantilevered plate
CN209817386U (en) * 2019-04-29 2019-12-20 中冶建工集团有限公司 Outer enclosure structure of overhanging balcony position of prefabricated building

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
靳志刚;: "防护体系在高层建筑中的应用" *

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