CN202990398U - Scaffold connecting tube - Google Patents

Scaffold connecting tube Download PDF

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Publication number
CN202990398U
CN202990398U CN 201220704000 CN201220704000U CN202990398U CN 202990398 U CN202990398 U CN 202990398U CN 201220704000 CN201220704000 CN 201220704000 CN 201220704000 U CN201220704000 U CN 201220704000U CN 202990398 U CN202990398 U CN 202990398U
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CN
China
Prior art keywords
wall connecting
bar
external screw
screw thread
scaffold
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 201220704000
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Chinese (zh)
Inventor
唐小卫
姜勇
王德兵
江明山
唐小刚
蔡璟衢
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Suzhong Construction Group Co Ltd
Original Assignee
Jiangsu Suzhong Construction Group Co Ltd
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Priority to CN 201220704000 priority Critical patent/CN202990398U/en
Application granted granted Critical
Publication of CN202990398U publication Critical patent/CN202990398U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a scaffold connecting tube which comprises an embedded rod, a connector and a bearing rod. The embedded rod is embedded in a building structural beam and slab-column concrete, one end of the embedded rod extends out of a building wall, and the bearing rod is connected to the end of the embedded rod through the connector. The scaffold connecting tube is simple in structure and convenient to mount and demount, cost is lowered, bearing capacity is improved, safety performance of an integral exterior wall scaffold stress system is enhanced, simultaneous interior and exterior finish is unaffected, and construction efficiency is improved.

Description

Scaffold wall connecting piece
Technical field
The utility model relates to the wall-connecting piece that uses in a kind of building operations, relates in particular in a kind of building operations the scaffold wall connecting piece that exterior wall scaffold and wall connecting are fixing.
Background technology
Along with the fast development in epoch, builing industry is advanced by leaps and bounds, and people are in order to save the area, and highrise building is more and more, shear wall structure extensive use in the builing industry design.
At present, in work progress, scaffold is all by inwardly socketing from the door and window hole with steel pipe mostly, fixes pull bar by steel pipe from the inside and outside clamping area respectively of building wall, and this structure has been brought many inconvenience to decoration construction, and exists certain potential safety hazard.
Simultaneously, also there is part to construct department by wearing bolt at exterior wall wall eye, puts the short steel pipes bolt tightening, short steel pipes is being connected the problem that outer support body is connected with wall that solves with support body.Wall-connecting piece sockets the problem of bringing from door and window hole although this method has changed in the past, still exists other problem, as: the stability that one, can not guarantee support body integral body during structure construction.Two, the safety of support body in the time of can not guaranteeing that indoor and outdoor is fitted up simultaneously.Three, affecting indoor and outdoor fits up simultaneously.
The utility model content
The purpose of this utility model is to provide a kind of security performance that can improve the whole stress system of exterior wall scaffold, and does not affect the scaffold wall connecting piece that indoor and outdoor is fitted up simultaneously.
According to an aspect of the present utility model, a kind of scaffold wall connecting piece is provided, this scaffold wall connecting piece comprises: pre-buried bar, connector and carrier bar, pre-buried bar is embedded in fabric structure beam, sheet-pile concrete in advance, and building masonry wall is stretched out in the one end, and carrier bar is connected in the end of pre-buried bar by connector.Thus, by imbedding pre-buried bar in advance in fabric structure beam, sheet-pile concrete when the building operations, pass through carrier bar is connected with pre-buried bar when scaffolding erecting, carrier bar is connected more firm with building, make carrier bar not only have the effect of support, and reduced the lateral displacement of scaffold, and played the effect of drawing, improved safety.
In some embodiments, also be provided with in addition wall connecting rod and locking member, wall connecting rod is sheathed on outside carrier bar, and locking member is connected in the end that carrier bar is not connected with pre-buried bar.Thus, strengthen the supporting capacity of scaffold wall connecting piece by wall connecting rod, facilitated simultaneously being connected of scaffold wall connecting piece and scaffold.Simultaneously, locking member has reduced the lateral displacement of scaffold with wall connecting rod and building masonry wall locking, has played the effect of drawing, has improved safety.
In some embodiments, the end that carrier bar is not connected with pre-buried bar is arranged with pad between wall connecting rod and locking member.Thus, during less than the diameter of wall connecting rod, pad is used for preventing that wall connecting rod from skidding off outside locking member when the diameter of locking member.
In some embodiments, the end of pre-buried bar is provided with the first external screw thread, the end end that carrier bar and pre-buried bar connect is provided with second external screw thread identical with the first external screw thread, the connector inwall is provided with the first internal thread that is complementary with the first external screw thread and the second external screw thread, and carrier bar is threaded fixing by connector with pre-buried bar.Thus, be threaded by adopting between connector and carrier bar and pre-buried bar, connect close and firm, be convenient to dismounting, the operating risk when having avoided welding has ensured that simultaneously insulating layer of external wall avoids destroying.
In some embodiments, carrier bar is not connected in an end end of pre-buried bar and stretches out outside wall connecting rod, and the end is provided with the 3rd external screw thread.Thus, be convenient to the locking of wall connecting rod.
In some embodiments, the locking member inwall is provided with the second internal thread that is complementary with the 3rd external screw thread.Thus, being threaded locking member and carrier bar end.
In some embodiments, between the first external screw thread and the first internal thread, being straight thread between the second external screw thread and the first internal thread is connected.
In some embodiments, be connected for straight thread between the 3rd external screw thread and the second internal thread.
Thus, the screw thread line of straight thread is thick, tightens rear affected by vibration littlely, is difficult for looseningly, and tensile strength is high, and is not easy-to-draw bad.
In some embodiments, pad is a square plate.Square washer is difficult for making wall connecting rod to skid off outside locking member, and wall connecting rod is got loose.
Scaffold wall connecting piece of the present utility model, simple in structure, reduced cost, be convenient to installation and removal.Pre-buriedly imbed under construction pre-buried bar, then carrier bar is threadedly connected to pre-buried bar, make the close and firm more that is connected of scaffold and building object, not only play the effect of supporting, and reduced the potential safety hazard that lateral displacement brings.Pre-buried system and support body are connected to form a stressed framework of integral body, have improved bearing capacity.Strengthened the security performance of the whole stress system of exterior wall scaffold.Simultaneously do not affect indoor and outdoor and fit up simultaneously, improved efficiency of construction.Need not manually stifled outer wall screw eye of secondary, ensured that insulating layer of external wall avoids destruction.
Description of drawings
Fig. 1 is the scheme of installation of the scaffold wall connecting piece of a kind of embodiment of the utility model;
Fig. 2 is the connection diagram of pre-buried bar and carrier bar in scaffold wall connecting piece shown in Figure 1;
Fig. 3 is the connection diagram of locking member and carrier bar in scaffold wall connecting piece shown in Figure 1.
The specific embodiment
Below in conjunction with Figure of description, the utility model is described in more detail.
Fig. 1 to Fig. 3 has schematically shown the scaffold wall connecting piece according to a kind of embodiment of the present utility model.
As shown in Figure 1 to Figure 3, in an embodiment of the present utility model, scaffold wall connecting piece comprises: pre-buried bar 10, connector 20, carrier bar 30, wall connecting rod 40, pad 50 and locking member 60.
Wherein, pre-buried bar 10 is that a diameter is 25mm, and length is the reinforcing bar of 1m.The reach that one end end 101 of pre-buried bar 10 is provided with the first external screw thread 1011, the first external screw threads 1011 is 50mm.Pre-buried bar 10 is embedded in fabric structure beam, sheet-pile concrete 1 in advance, and the first external screw thread 1011 of its end 101 to stretch out building wall external, be positioned at insulating layer of external wall 2.Pre-buried bar 10 stretches out the external part of building wall to be smeared with butter, and protects with plastic sheeting.
Carrier bar 30 is that a length is that a diameter is 25mm, and length is the reinforcing bar of 1.55m.One end end 301 of carrier bar 30 is provided with the second external screw thread 3011, and the other end 302 is provided with the 3rd external screw thread 3021.The reach of the second external screw thread 3011 is 50mm, and the reach of the 3rd external screw thread 3021 is 100mm.The second external screw thread 3011 distributes identical with the first external screw thread 1011 screw threads.
Connector 20 is the sleeve that an inwall is provided with the first internal thread 2011 that is complementary with the first external screw thread 1011 and the second external screw thread 3011.
Wall connecting rod 40 is that a length is the steel pipe of 1.5m.
Pad 50 is the square block of a 100mm*100mm*10mm.
Locking member 60 is the sleeve that an inwall is provided with the second internal thread 6011 that is complementary with the 3rd external screw thread 3021.
As shown in Figure 1 to Figure 3, during construction, accurately locate for pre-buried bar 10 by the spacing of 70 of external scaffolding vertical rods and the length of wall connecting rod 40, be embedded in advance in fabric structure, slab column concrete 1, by connector 20, the end 301 of carrier bar 30 is threadedly connected to again the end 101 of pre-buried bar 10, and screws up with a wrench.As shown in Figure 2, the end of pre-buried bar 10 and carrier bar 30 is held out against in the central position of connector 20, prevent that the junction from getting loose.Wall connecting rod 40 is sheathed on outside carrier bar 30, and the one end is butted on insulating layer of external wall.Wall connecting rod 40 outsides are stretched out in the end end 302 that carrier bar 30 is not connected in pre-buried bar 10, the sheathed pad 50 in the end 302 of carrier bar 30, be threaded with the end 302 of carrier bar 30 by locking member 60 again, wall connecting rod 40 tightly supported be located between insulating layer of external wall wall and pad.In above-mentioned, the first external screw thread 1011 is straight thread with 2011 of the first internal threads, the 3rd external screw thread 3021 with 6011 of the second internal threads with 2011 of the first internal threads, the second external screw thread 3011 and is connected.
As shown in Figure 1, during construction, wall connecting rod 40 buckles by cross buckle 90 with scaffold ledger 80 and scaffold upright rod 70, consists of one with carrier bar 30 and the stressed structural system of connector 20.Thus, pre-buried system and scaffold support body are connected to form a stressed framework of integral body, make stressed evenly, improved bearing capacity.During use, 70 of vertical rods, lay pedal on wall connecting rod 40, trample for the constructor.
Scaffold wall connecting piece of the present utility model, by imbed in advance pre-buried bar 10 when the building operations in fabric structure beam, sheet-pile concrete, be connected with pre-buried bar 10 by a carrier bar 30, then scaffold ledger 80 and scaffold upright rod 70 are buckled in carrier bar 30 by cross buckle 90, thereby reach being connected of scaffold and building.Scaffold wall connecting piece of the present utility model is by burying in advance pre-buried bar 10, again carrier bar 30 is threadedly connected to pre-buried bar 10, carrier bar 30 is connected more firm with building, make carrier bar 30 not only have the effect of support, and reduced the lateral displacement of scaffold, play the effect of drawing, improved safety.In addition, be provided with wall connecting rod 40 and locking member 60.Thus, strengthen the supporting capacity of scaffold wall connecting piece by wall connecting rod 40, facilitated simultaneously being connected of scaffold wall connecting piece and scaffold.Simultaneously, locking member 60 has reduced the lateral displacement of scaffold with wall connecting rod 40 and building masonry wall locking, has played the effect of drawing, has improved safety.Pad 50 is set, and pad 50 is set to square block, in the situation that the diameter of locking member 60 less than wall connecting rod 40, makes wall connecting rod 40 be difficult for skidding off outside locking member 60, makes wall-connecting piece 40 and wall connecting tightr, strengthened pulling force.30 of 10, connector 20 and carrier bar 30 and pre-buried bar, locking member 60 and carrier bars all adopt straight thread to connect, and make the connection close and firm, are convenient to simultaneously dismounting, and the operating risk when having avoided welding has ensured that simultaneously insulating layer of external wall avoids destroying.The screw thread line of straight thread is thick, tightens rear affected by vibration littlely, is difficult for looseningly, and tensile strength is high, and is not easy-to-draw bad.
In sum, scaffold wall connecting piece of the present utility model, simple in structure, reduced cost, be convenient to installation and removal.Pre-buriedly imbed under construction pre-buried bar, then carrier bar is threadedly connected to pre-buried bar, make the close and firm more that is connected of scaffold and building object, not only play the effect of support, and reduced the potential safety hazard that lateral displacement brings.Pre-buried system and support body are connected to form a stressed framework of integral body, have improved bearing capacity.Strengthened the security performance of the whole stress system of exterior wall scaffold.Simultaneously do not affect indoor and outdoor and fit up simultaneously, improved efficiency of construction.Need not manually stifled outer wall screw eye of secondary, ensured that insulating layer of external wall avoids destruction.

Claims (9)

1. scaffold wall connecting piece, it is characterized in that, comprise: pre-buried bar (10), connector (20) and carrier bar (30), described pre-buried bar (10) is embedded in fabric structure beam, sheet-pile concrete in advance, and one end (101) stretch out building masonry wall, and described carrier bar (30) is connected in the end (101) of described pre-buried bar (10) by described connector (20).
2. scaffold wall connecting piece according to claim 1, it is characterized in that, also comprise wall connecting rod (40) and locking member (60), described wall connecting rod (40) is sheathed on outside described carrier bar (30), and described locking member (60) is connected in the end that described carrier bar (30) is not connected with described pre-buried bar (10).
3. scaffold wall connecting piece according to claim 2, is characterized in that, the end that described carrier bar (30) is not connected with described pre-buried bar (10) is arranged with pad (50) between described wall connecting rod (40) and described locking member (60).
4. scaffold wall connecting piece according to claim 1, it is characterized in that, the end (101) of described pre-buried bar (10) is provided with the first external screw thread (1011), described carrier bar (30) is provided with second external screw thread (3011) identical with described the first external screw thread (1011) with the end end (301) that described pre-buried bar (10) connects, described connector (20) inwall is provided with the first internal thread (2011) that is complementary with described the first external screw thread (1011) and the second external screw thread (3011), described carrier bar (30) is threaded with described pre-buried bar (10) by described connector (20).
5. scaffold wall connecting piece according to claim 3, it is characterized in that, described carrier bar (30) is not connected in an end end (302) of described pre-buried bar (10) and stretches out outside described wall connecting rod (40), and end (302) are provided with the 3rd external screw thread (3021).
6. scaffold wall connecting piece according to claim 5, is characterized in that, described locking member (60) inwall is provided with the second internal thread (6011) that is complementary with described the 3rd external screw thread (3021).
7. scaffold wall connecting piece according to claim 4, is characterized in that, between described the first external screw thread (1011) and described the first internal thread (2011), be straight thread between described the second external screw thread (3011) and described the first internal thread (2011) and be connected.
8. scaffold wall connecting piece according to claim 6, is characterized in that, is connected for straight thread between described the 3rd external screw thread (3021) and described the second internal thread (6011).
9. scaffold wall connecting piece according to claim 3, is characterized in that, described pad (50) is a square plate.
CN 201220704000 2012-12-18 2012-12-18 Scaffold connecting tube Expired - Fee Related CN202990398U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220704000 CN202990398U (en) 2012-12-18 2012-12-18 Scaffold connecting tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220704000 CN202990398U (en) 2012-12-18 2012-12-18 Scaffold connecting tube

Publications (1)

Publication Number Publication Date
CN202990398U true CN202990398U (en) 2013-06-12

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220704000 Expired - Fee Related CN202990398U (en) 2012-12-18 2012-12-18 Scaffold connecting tube

Country Status (1)

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CN (1) CN202990398U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104963498A (en) * 2015-06-12 2015-10-07 茅伟萍 Scaffold wall connecting piece

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104963498A (en) * 2015-06-12 2015-10-07 茅伟萍 Scaffold wall connecting piece

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130612

Termination date: 20141218

EXPY Termination of patent right or utility model