CN202644967U - Scaffold tool type wall connecting piece - Google Patents

Scaffold tool type wall connecting piece Download PDF

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Publication number
CN202644967U
CN202644967U CN 201220335294 CN201220335294U CN202644967U CN 202644967 U CN202644967 U CN 202644967U CN 201220335294 CN201220335294 CN 201220335294 CN 201220335294 U CN201220335294 U CN 201220335294U CN 202644967 U CN202644967 U CN 202644967U
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CN
China
Prior art keywords
nut
wall
screw rod
connecting piece
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 201220335294
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Chinese (zh)
Inventor
左大鹏
白皓
刘�东
吴振海
何双红
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.)
TENTH CONSTRUCTION CO LTD OF SHANXI CONSTRUCTION ENGINEERING GROUP OPERATE FUNCTION
Original Assignee
TENTH CONSTRUCTION CO LTD OF SHANXI CONSTRUCTION ENGINEERING GROUP OPERATE FUNCTION
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Priority to CN 201220335294 priority Critical patent/CN202644967U/en
Application granted granted Critical
Publication of CN202644967U publication Critical patent/CN202644967U/en
Anticipated expiration legal-status Critical
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Abstract

The utility model discloses a scaffold tool type wall connecting piece which comprises a wall connecting pipe and a screw arranged on a concrete member. One end of the screw extends out of an inner lateral side of the concrete member, and the other end of the screw extends out of an outer lateral side of the concrete member. The end of the screw extending out of the inner lateral side of the concrete member is provided with a first gasket and a first nut matched with the screw. The first gasket is fixedly arranged between the concrete member and the first nut. The end of the screw extending out of the outer lateral side of the concrete member is provided with a second gasket and a second nut matched with the screw, and the second gasket is fixedly arranged between the concrete member and the second nut. One end of the wall connecting pipe is provided with a third nut matched with the screw, the wall connecting pipe is arranged at one end of the screw extending out of the outer lateral side of the concrete member through the third nut, and one end of the wall connecting pipe away from the third nut is fixedly connected with a scaffold cross rod. The scaffold tool type wall connecting pipe is simple in structure and convenient to install and detach, can be recycled, and is convenient to popularize and apply.

Description

Scaffold instrument formula wall-connecting piece
Technical field
The utility model relates to a kind of wall-connecting piece, particularly relates to a kind of scaffold instrument formula wall-connecting piece.
Background technology
In high level or the multistory building engineering construction, scaffold is the necessary protective equipment that meets construction.Wall-connecting piece is to guarantee the stable a kind of effective measures of scaffold, and the employing of traditional wall-connecting piece great majority is connected with wall reinforcement by steel pipe and fastener at the place, hole, usually needs 6 of steel pipes, 8 of fasteners, needs two people operation, complex operation not only, and time-consuming taking a lot of work, varying in size because of the hole simultaneously, steel pipe sizes is different in size, the Various Types of Dams of arranging, lack unity, standardization, safe removal tool and other work post are general, very easily obscure.So when carrying out other constructing operation, wall-connecting piece can hinder the construction of other decorations, construction manager can not in time be found in addition, and wall-connecting piece is removed by other work posts, and potential safety hazard is huge, and economic consequences is serious.
The utility model content
The purpose of this utility model is to overcome above-mentioned deficiency of the prior art, and a kind of scaffold instrument formula wall-connecting piece is provided.This scaffold instrument formula wall-connecting piece is simple in structure, installs and dismantle very convenient, and can recycle, and its turnover rate is high, does not have the problem of spillage of material.
For achieving the above object, the technical solution adopted in the utility model is: scaffold instrument formula wall-connecting piece, it is characterized in that: comprise connecting wall coil and the screw rod that is installed on the concrete component, one end of described screw rod stretches out the medial surface of concrete component, the other end of described screw rod stretches out the lateral surface of concrete component, the end that described screw rod stretches out the concrete component medial surface be equipped with pad one and with the suitable nut one of described screw rod, described pad one is fixedly mounted between concrete component and the nut one, the end that described screw rod stretches out the concrete component lateral surface be equipped with pad two and with the suitable nut two of described screw rod, described pad two is fixedly mounted between concrete component and the nut two, a described end that connects wall coil is equipped with the nut three suitable with screw rod, the described wall coil that connects is installed in the end that screw rod stretches out the concrete component lateral surface by nut three, and described even wall coil is fixedly connected with scaffold cross bar away from an end of nut three.
Above-mentioned scaffold instrument formula wall-connecting piece is characterized in that: on described nut three company's of being welded on wall coils.
Above-mentioned scaffold instrument formula wall-connecting piece is characterized in that: the described wall coil that connects is fixedly connected with scaffold cross bar by fastener.
Above-mentioned scaffold instrument formula wall-connecting piece, it is characterized in that: described screw flight is trapezoidal thread.
The utility model compared with prior art has the following advantages:
1, scaffold instrument formula wall-connecting piece described in the utility model is simple in structure, rationally novel in design, is easy to install.
2, scaffold instrument formula wall-connecting piece described in the utility model is by arranging nut one and nut two, during use, and rotating nut one and nut two, the verticality that can conveniently regulate scaffold, it is very convenient to operate.
3, scaffold instrument formula wall-connecting piece described in the utility model guarantees nut one and being fastenedly connected of screw rod and being fastenedly connected of nut two and screw rod thereby can increase compression area, and has reduced the damage of concrete component by pad one and pad two are set.
4, scaffold instrument formula wall-connecting piece described in the utility model in use, than traditional wall-connecting piece, can avoid wall-connecting piece arbitrarily to be removed, thereby the potential safety hazard that causes, and the installation and removal of described wall-connecting piece are very convenient, and can recycle, its turnover rate is high, does not have the problem of spillage of material.
In sum, this scaffold instrument formula wall-connecting piece is simple in structure, installs and dismantle very convenient, and can recycle, and its turnover rate is high, do not have the problem of spillage of material, and its job practices is easy and simple to handle, and result of use is good, and is easy to utilize.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Description of drawings
Fig. 1 is the structural representation of the utility model scaffold instrument formula wall-connecting piece.
Fig. 2 is the annexation schematic diagram of the utility model screw rod and concrete wall and scaffold.
Fig. 3 is that the utility model built-in pipe is installed in the annexation schematic diagram on the wall structure reinforcing bar.
Fig. 4 is the annexation schematic diagram of the utility model screw rod and concrete beam and scaffold.
Fig. 5 is that the utility model built-in pipe is installed in the annexation schematic diagram on the beam body structure reinforcing bar.
Description of reference numerals:
1-screw rod; 2-nut one; 3-pad one;
4-concrete wall; 4-1-interior metope; 4-2-wall face;
5-pad two; 6-nut two; 7-nut three;
8-even wall coils; 9-wall structure reinforcing bar; 10-stirrup one;
11-built-in pipe; 12-fastener; 13-concrete beam;
13-1-beam body medial surface; The external side of 13-2-beam; 14-scaffold cross bar;
15-beam body structure reinforcing bar; 16-stirrup two.
The specific embodiment
Embodiment 1
A kind of scaffold instrument formula wall-connecting piece as depicted in figs. 1 and 2, comprise and connect wall coil 8 and the screw rod 1 that is installed on the concrete component, one end of described screw rod 1 stretches out the medial surface of concrete component, the other end of described screw rod 1 stretches out the lateral surface of concrete component, the end that described screw rod 1 stretches out the concrete component medial surface be equipped with pad 1 and with the suitable nut 1 of described screw rod 1, described pad 1 is fixedly mounted between concrete component and the nut 1, the end that described screw rod 1 stretches out the concrete component lateral surface be equipped with pad 25 and with the suitable nut 26 of described screw rod 1, described pad 25 is fixedly mounted between concrete component and the nut 26, a described end that connects wall coil 8 is equipped with the nut three 7 suitable with screw rod 1, the described wall coil 8 that connects is installed in the end that screw rod 1 stretches out the concrete component lateral surface by nut 37, and described even wall coil 8 is fixedly connected with scaffold cross bar 14 away from an end of nut 37.Preferred way is, on described nut 37 company's of being welded on wall coils 8.The described wall coil 8 that connects is fixedly connected with scaffold cross bar 14 by fastener 12.The screw thread of described screw rod 1 is trapezoidal thread, and by trapezoidal thread is set, screw rod 1 is not easy to damage, and prolong application life.
In the present embodiment, as shown in Figure 2, described concrete component is concrete wall 4, the medial surface of described concrete component is the interior metope 4-1 of concrete wall 4, the lateral surface of described concrete component is the wall face 4-2 of concrete wall 4, that is to say, one end of described screw rod 1 stretches out the interior metope 4-1 of concrete wall 4, the other end of described screw rod 1 stretches out the wall face 4-2 of concrete wall 4, the end that described screw rod 1 stretches out the interior metope 4-1 of concrete wall 4 be equipped with pad 1 and with the suitable nut 1 of described screw rod 1, described pad 1 is fixedly mounted between concrete wall 4 and the nut 1, the end that described screw rod 1 stretches out the wall face 4-2 of concrete wall 4 be equipped with pad 25 and with the suitable nut 26 of described screw rod 1, described pad 25 is fixedly mounted between concrete wall 4 and the nut 26, and the described wall coil 8 that connects is installed in the end that screw rod 1 stretches out concrete wall 4 wall face 4-2 by nut 37.
In the present embodiment, the installation and removal of this scaffold instrument formula wall-connecting piece are very convenient, and can recycle, its turnover rate is high, the problem that does not have spillage of material, and the area that described wall-connecting piece takies concrete wall 4 is approximately 100mm * 100mm, and area is less, has made things convenient for the construction of later stage decorative engineering.And this scaffold instrument formula wall-connecting piece can also be used and being connected of brick mix structure member and scaffold.
A kind of job practices of scaffold instrument formula wall-connecting piece, in conjunction with Fig. 1, Fig. 2 and Fig. 3, this job practices may further comprise the steps:
Step 1, installation built-in pipe: choose built-in pipe 11, the length of described built-in pipe 11 equals the distance between concrete component medial surface to be built and the lateral surface, the two ends of described built-in pipe 11 are provided with closure, described built-in pipe 11 is fixedly connected on the distributing bar of concrete component to be built, and described built-in pipe 11 is perpendicular to medial surface and the lateral surface of concrete component to be built;
In the present embodiment, as shown in Figures 2 and 3, described concrete component is concrete wall 4, wherein, the length of described built-in pipe 11 equals the interior metope 4-1 of concrete wall 4 to be built and the distance between the wall face 4-2, the distributing bar of concrete component described to be built is wall structure reinforcing bar 9, and described built-in pipe 11 is fixedly connected on the wall structure reinforcing bar 9 of concrete component to be built, and described built-in pipe 11 is perpendicular to interior metope 4-1 and the wall face 4-2 of concrete wall 4 to be built.
Step 2, concreting member: in the supported on both sides template of described distributing bar, and in the described template concreting, make concrete component;
In the present embodiment, concrete is, in the supported on both sides template of described wall structure reinforcing bar 9, and in the described template concreting, thereby make concrete wall 4;
Step 3, get through built-in pipe: the closure at described built-in pipe 11 two ends is removed, and the inside of described built-in pipe 11 is got through;
Step 4, installation wall-connecting piece: choose a screw rod 1, described screw rod 1 is installed in the described built-in pipe 11, one end of described screw rod 1 stretches out the medial surface of concrete component, the other end of described screw rod 1 stretches out the lateral surface of concrete component, an end that stretches out the concrete component medial surface at described screw rod 1 install successively pad 1 and with the suitable nut 1 of described screw rod 1, thereby and screw nut 1 pad 1 be fixed between concrete component and the nut 1; An end that stretches out the concrete component lateral surface at described screw rod 1 install successively pad 25 and with the suitable nut 26 of described screw rod 1, thereby and screw nut 26 pad 25 is fixed between concrete component and the nut 26, the company's of choosing wall coil 8 again, at the suitable nut 37 of the described end fixed installation that connects wall coil 8 and screw rod 1, by nut 37 the described wall coil 8 that connects is installed in the end that screw rod 1 stretches out the concrete component lateral surface, the described wall coil 8 that connects is fixedly connected with scaffold cross bar 14 away from an end of nut 37, thereby finishes the construction of this scaffold instrument formula wall-connecting piece.
In the present embodiment, as shown in Figure 2, one end of described screw rod 1 stretches out the interior metope 4-1 of concrete wall 4, the other end of described screw rod 1 stretches out the wall face 4-2 of concrete wall 4, an end that stretches out concrete wall 4 interior metope 4-1 at described screw rod 1 install successively pad 1 and with the suitable nut 1 of described screw rod 1, thereby and screw nut 1 pad 1 be fixed between concrete wall 4 and the nut 1; An end that stretches out concrete wall 4 wall face 4-2 at described screw rod 1 install successively pad 25 and with the suitable nut 26 of described screw rod 1, thereby and screw nut 26 pad 25 is fixed between concrete wall 4 and the nut 26, the company's of choosing wall coil 8 again, at the suitable nut 37 of the described end fixed installation that connects wall coil 8 and screw rod 1, by nut 37 the described wall coil 8 that connects is installed in the end that screw rod 1 stretches out concrete wall 4 wall face 4-2.
The job practices of the described scaffold instrument of present embodiment formula wall-connecting piece is than the construction of traditional wall-connecting piece, can avoid wall-connecting piece arbitrarily to be removed, thereby the potential safety hazard that causes, and the job practices of this scaffold instrument formula wall-connecting piece, the time and labour saving operates, it is few to expend fund, reliable with the drawknot of concrete wall 4.
In conjunction with Fig. 1 and Fig. 2, in the present embodiment, by nut 1 and nut 26 are set, by rotating nut 1 and nut 26, can conveniently regulate the verticality of scaffold, it is very convenient to operate, and is easy to control scaffold verticality and safety.By pad 1 and pad 25 are set, guarantee nut 1 and being fastenedly connected of screw rod 1 and being fastenedly connected of nut 26 and screw rod 1 thereby can increase compression area, and reduced the damage of concrete wall 4.
In the step 1 of present embodiment, described built-in pipe 11 is pvc pipe, in the described built-in pipe 11 powdery filling material is housed, and the two ends of described built-in pipe 11 are sealed with adhesive tape.By selecting pvc pipe as built-in pipe 11, pvc pipe is cheap, and easily cutting, in order to prevent pvc pipe by walls concrete crimp, so, powdery filling material is housed in pvc pipe, thereby has strengthened the entire compression intensity of pvc pipe.
As shown in Figure 3, described built-in pipe 11 is arranged on the stirrup 1 of described wall structure reinforcing bar 9, and described built-in pipe 11 passes through the tied silk colligation on wall structure reinforcing bar 9.
Embodiment 2
As shown in Figure 4, the difference of present embodiment and embodiment 1 is: described concrete component is concrete beam 13, the medial surface of described concrete component is beam medial surface 13-1, the lateral surface of described concrete component is beam lateral surface 13-2, that is to say, one end of described screw rod 1 stretches out the beam medial surface 13-1 of concrete beam 13, the other end of described screw rod 1 stretches out the beam lateral surface 13-2 of concrete beam 13, the end that described screw rod 1 stretches out described beam medial surface 13-1 be equipped with pad 1 and with the suitable nut 1 of described screw rod 1, described pad 1 is fixedly mounted between concrete beam 13 and the nut 1, the end that described screw rod 1 stretches out described beam lateral surface 13-2 be equipped with pad 25 and with the suitable nut 26 of described screw rod 1, described pad 25 is fixedly mounted between concrete beam 13 and the nut 26, and the described wall coil 8 that connects is installed in the end that screw rod 1 stretches out beam lateral surface 13-2 by nut 37.
The described scaffold instrument of present embodiment formula wall-connecting piece can avoid wall-connecting piece arbitrarily to be removed, thus the potential safety hazard that causes, and the job practices of this scaffold instrument formula wall-connecting piece, the time and labour saving that operates, it is few to expend fund, reliable with the drawknot of concrete beam 13.
In the present embodiment, by pad 1 and pad 25 are set, guarantee nut 1 and being fastenedly connected of screw rod 1 and being fastenedly connected of nut 26 and screw rod 1 thereby can increase compression area, and reduced the damage of concrete beam 13.
A kind of job practices of scaffold instrument formula wall-connecting piece, in conjunction with Fig. 1, Fig. 4 and Fig. 5, this job practices may further comprise the steps:
Step 1, installation built-in pipe: choose built-in pipe 11, the length of described built-in pipe 11 equals the beam medial surface 13-1 of concrete beam 13 to be built and the distance between the beam lateral surface 13-2, the two ends of described built-in pipe 11 are provided with closure, described built-in pipe 11 is fixedly connected on the beam body structure reinforcing bar 15 of concrete beam 13, described built-in pipe 11 is perpendicular to medial surface 13-1 and beam lateral surface 13-2, concrete, described built-in pipe 11 is arranged on the stirrup 2 16 of described beam body structure reinforcing bar 15, and described built-in pipe 11 passes through the tied silk colligation on beam body structure reinforcing bar 15;
Step 2, concreting beam: in the supported on both sides template of described beam body structure reinforcing bar 15, and in the described template concreting, make concrete beam 13;
Step 3, get through built-in pipe: the closure at described built-in pipe 11 two ends is removed, and the inside of described built-in pipe 11 is got through;
Step 4, installation wall-connecting piece: choose a screw rod 1, described screw rod 1 is installed in the described built-in pipe 11, one end of described screw rod 1 stretches out beam medial surface 13-1, the other end of described screw rod 1 stretches out beam lateral surface 13-2, an end that stretches out beam medial surface 13-1 at described screw rod 1 install successively pad 1 and with the suitable nut 1 of described screw rod 1, thereby and screw nut 1 pad 1 be fixed between concrete beam 13 and the nut 1; An end that stretches out beam lateral surface 13-2 at described screw rod 1 install successively pad 25 and with the suitable nut 26 of described screw rod 1, thereby and screw nut 26 pad 25 is fixed between concrete beam 13 and the nut 26, the company's of choosing wall coil 8 again, at the suitable nut 37 of the described end fixed installation that connects wall coil 8 and screw rod 1, by nut 37 the described wall coil 8 that connects is installed in the end that screw rod 1 stretches out the concrete component lateral surface, the described wall coil 8 that connects is fixedly connected with scaffold cross bar 14 away from an end of nut 37, thereby finishes the construction of this scaffold instrument formula wall-connecting piece.
As shown in Figure 5, described built-in pipe 11 is arranged on the stirrup 2 16 of described beam body structure reinforcing bar 15, and described built-in pipe 11 passes through the tied silk colligation on beam body structure reinforcing bar 15.
The above; it only is preferred embodiment of the present utility model; be not that the utility model is imposed any restrictions; every according to the utility model technical spirit to any simple modification, change and equivalent structure transformation that above embodiment does, all still belong in the protection domain of technical solutions of the utility model.

Claims (4)

1. scaffold instrument formula wall-connecting piece, it is characterized in that: comprise connecting wall coil (8) and being installed in screw rod (1) on the concrete component, one end of described screw rod (1) stretches out the medial surface of concrete component, the other end of described screw rod (1) stretches out the lateral surface of concrete component, the end that described screw rod (1) stretches out the concrete component medial surface be equipped with pad one (3) and with the suitable nut one (2) of described screw rod (1), described pad one (3) is fixedly mounted between concrete component and the nut one (2), the end that described screw rod (1) stretches out the concrete component lateral surface be equipped with pad two (5) and with the suitable nut two (6) of described screw rod (1), described pad two (5) is fixedly mounted between concrete component and the nut two (6), a described end that connects wall coil (8) is equipped with the nut three (7) suitable with screw rod (1), the described wall coil (8) that connects is installed in the end that screw rod (1) stretches out the concrete component lateral surface by nut three (7), and described even wall coil (8) is fixedly connected with scaffold cross bar (14) away from an end of nut three (7).
2. scaffold instrument formula wall-connecting piece according to claim 1 is characterized in that: on described nut three (7) company's of being welded on wall coils (8).
3. scaffold instrument formula wall-connecting piece according to claim 1 is characterized in that: the described wall coil (8) that connects is fixedly connected with scaffold cross bar (14) by fastener (12).
4. scaffold instrument formula wall-connecting piece according to claim 1, it is characterized in that: the screw thread of described screw rod (1) is trapezoidal thread.
CN 201220335294 2012-07-11 2012-07-11 Scaffold tool type wall connecting piece Expired - Fee Related CN202644967U (en)

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Application Number Priority Date Filing Date Title
CN 201220335294 CN202644967U (en) 2012-07-11 2012-07-11 Scaffold tool type wall connecting piece

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Application Number Priority Date Filing Date Title
CN 201220335294 CN202644967U (en) 2012-07-11 2012-07-11 Scaffold tool type wall connecting piece

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102720347A (en) * 2012-07-11 2012-10-10 陕西建工集团第十建筑工程有限公司 Scaffold tool type wall connecting piece and construction method thereof
CN107869245A (en) * 2017-11-30 2018-04-03 上海宝冶集团有限公司 Turnover type wall-connecting piece and its application method
CN112096049A (en) * 2020-09-17 2020-12-18 四川大太阳建筑科技有限公司 Construction method of building outer wall climbing frame wall connecting piece

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102720347A (en) * 2012-07-11 2012-10-10 陕西建工集团第十建筑工程有限公司 Scaffold tool type wall connecting piece and construction method thereof
CN102720347B (en) * 2012-07-11 2014-10-29 陕西建工集团第十建筑工程有限公司 Scaffold tool type wall connecting piece and construction method thereof
CN107869245A (en) * 2017-11-30 2018-04-03 上海宝冶集团有限公司 Turnover type wall-connecting piece and its application method
CN112096049A (en) * 2020-09-17 2020-12-18 四川大太阳建筑科技有限公司 Construction method of building outer wall climbing frame 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
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130102

Termination date: 20170711