CN102720347A - Scaffold tool type wall connecting piece and construction method thereof - Google Patents
Scaffold tool type wall connecting piece and construction method thereof Download PDFInfo
- Publication number
- CN102720347A CN102720347A CN2012102400211A CN201210240021A CN102720347A CN 102720347 A CN102720347 A CN 102720347A CN 2012102400211 A CN2012102400211 A CN 2012102400211A CN 201210240021 A CN201210240021 A CN 201210240021A CN 102720347 A CN102720347 A CN 102720347A
- Authority
- CN
- China
- Prior art keywords
- screw rod
- wall
- nut
- concrete component
- buried pipe
- 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.)
- Granted
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a scaffold tool type wall connecting piece, which comprises a wall connecting pipe and a screw rod. One end of the screw rod extends out of the internal wall face of a wall body, and the other end of the screw rod extends out of the external wall face of the wall body. The end (of the screw rod) extending out of the internal wall face of the wall body is provided with a gasket I and a nut I, and the end (of the screw rod) extending out of the external wall face of the wall body is provided with a gasket II and a nut II. One end of the wall connecting pipe is provided with a nut III adaptive to the screw rod, the wall connecting pipe is arranged at one end (of the screw rod) extending out of the external wall surface of the wall body through the nut III, and the end of the wall connecting pipe, away from the nut III, is fixedly connected with a scaffold cross rod. The invention further disclosed is a construction method of the scaffold tool type wall connecting piece, the construction method comprises the following steps of: step one, mounting a pre-buried pipe; step two, pouring the wall body; step three, breaking through the pre-buried pipe; and step four, mounting the wall connecting piece. The scaffold tool type wall connecting piece is simple in structure, convenient to mount and demount and capable of being reused. The construction method of the scaffold tool type wall connecting piece is simple and convenient in operation and convenient to be popularized and applied.
Description
Technical field
The present invention relates to a kind of wall-connecting piece and job practices thereof, particularly relate to a kind of job practices 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 traditional wall-connecting piece great majority are employed in the place, hole and are connected with wall reinforcement through steel pipe and fastener, need 6 of steel pipes, 8 of fasteners usually; Need two people operation, not only complex operation, and time-consuming taking a lot of work; Vary in size because of the hole simultaneously, steel pipe sizes is different in size, and the pattern of layout is different; Lack of uniform property, 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, the execution control personnel can not in time find in addition, and wall-connecting piece is removed by other work posts, and potential safety hazard is huge, and economic consequences is serious.
Summary of the invention
The objective of the invention is to overcome above-mentioned deficiency of the prior art, 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, 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.
For realizing above-mentioned purpose; The technical scheme that the present invention adopts is: a kind of scaffold instrument formula wall-connecting piece; It is characterized in that: comprise connecting wall coil and being installed in the screw rod on the concrete component; One end of said screw rod stretches out the medial surface of concrete component, and the other end of said screw rod stretches out the lateral surface of concrete component, the end that said screw rod stretches out the concrete component medial surface be equipped with pad one and with the suitable nut one of said screw rod; Said pad one is fixedly mounted between concrete component and the nut one; The end that said screw rod stretches out the concrete component lateral surface be equipped with pad two and with the suitable nut two of said screw rod, said pad two is fixedly mounted between concrete component and the nut two, a said end that connects wall coil is equipped with the nut three suitable with screw rod; The said wall coil that connects is installed in the end that screw rod stretches out the concrete component lateral surface through nut three, and said 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 said nut three company's of being welded on wall coils.
Above-mentioned scaffold instrument formula wall-connecting piece is characterized in that: the said wall coil that connects is fixedly connected with scaffold cross bar through fastener.
Above-mentioned scaffold instrument formula wall-connecting piece, it is characterized in that: said screw flight is a trapezoidal thread.
The present invention also provides a kind of job practices of scaffold instrument formula wall-connecting piece, it is characterized in that this job practices may further comprise the steps:
Step 1, pre-buried pipe is installed: choose pre-buried pipe; The length of said pre-buried pipe equals to wait to build the distance between concrete component medial surface and the lateral surface; The two ends of said pre-buried pipe are provided with closure; Said pre-buried pipe is fixedly connected on waits to build on the distributing bar of concrete component, said pre-buried pipe is perpendicular to medial surface and the lateral surface of waiting to build concrete component;
The job practices of above-mentioned scaffold instrument formula wall-connecting piece is characterized in that: in the step 1, said pre-buried pipe is a pvc pipe, in the said pre-buried pipe powdery filling material is housed, and said closure is an adhesive tape.
The job practices of above-mentioned scaffold instrument formula wall-connecting piece, it is characterized in that: said concrete component is concrete wall, and said pre-buried pipe is arranged on the stirrup one of said wall structure reinforcing bar, and said pre-buried pipe is through pricking the silk colligation on the wall structure reinforcing bar.
The job practices of above-mentioned scaffold instrument formula wall-connecting piece, it is characterized in that: said concrete component is a concrete beam, and said pre-buried pipe is arranged on the stirrup two of said beam body structure reinforcing bar, and said pre-buried pipe is through pricking the silk colligation on beam body structure reinforcing bar.
The present invention compared with prior art has the following advantages:
1, scaffold instrument formula wall-connecting piece according to the invention is simple in structure, and novel and reasonable design is easy to install.
2, scaffold instrument formula wall-connecting piece according to the invention is through being provided with nut one and nut two, during use, and swivel 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 according to the invention 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 through pad one and pad two are set.
4, the job practices of scaffold instrument formula wall-connecting piece according to the invention 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 installation and removal of said wall-connecting piece are very convenient, can recycle; Its turnover rate is high, does not have the problem of spillage of material.
5, the realization cost of the job practices of scaffold instrument formula wall-connecting piece according to the invention is low, and result of use is good, is convenient to promote the use of.
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.
Through accompanying drawing and embodiment, technical scheme of the present invention is done further detailed description below.
Description of drawings
Fig. 1 is the structural representation of scaffold instrument formula wall-connecting piece of the present invention.
Fig. 2 is the annexation sketch map of screw rod of the present invention and concrete wall and scaffold.
Fig. 3 is installed in the annexation sketch map on the wall structure reinforcing bar for the pre-buried pipe of the present invention.
Fig. 4 is the annexation sketch map of screw rod of the present invention and concrete beam and scaffold.
Fig. 5 is installed in the annexation sketch map on the beam body structure reinforcing bar for the pre-buried pipe of the present invention.
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-pre-buried 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 be installed in the screw rod 1 on the concrete component; One end of said screw rod 1 stretches out the medial surface of concrete component; The other end of said screw rod 1 stretches out the lateral surface of concrete component; The end that said screw rod 1 stretches out the concrete component medial surface be equipped with pad 1 and with the suitable nut 1 of said screw rod 1, said pad 1 is fixedly mounted between concrete component and the nut 1, the end that said screw rod 1 stretches out the concrete component lateral surface be equipped with pad 25 and with the suitable nut 26 of said screw rod 1; Said pad 25 is fixedly mounted between concrete component and the nut 26; A said end that connects wall coil 8 is equipped with the nut three 7 suitable with screw rod 1, and the said wall coil 8 that connects is installed in the end that screw rod 1 stretches out the concrete component lateral surface through nut 37, and the said wall coil 8 that connects is fixedly connected with scaffold cross bar 14 away from an end of nut 37.Preferred way is, on said nut 37 company's of being welded on wall coils 8.The said wall coil 8 that connects is fixedly connected with scaffold cross bar 14 through fastener 12.The screw thread of said screw rod 1 is a trapezoidal thread, and through 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; Said concrete component is concrete wall 4, and the medial surface of said concrete component is the interior metope 4-1 of concrete wall 4, and the lateral surface of said concrete component is the wall face 4-2 of concrete wall 4; That is to say; One end of said screw rod 1 stretches out the interior metope 4-1 of concrete wall 4, and the other end of said screw rod 1 stretches out the wall face 4-2 of concrete wall 4, the end that said 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 said screw rod 1; Said pad 1 is fixedly mounted between concrete wall 4 and the nut 1; The end that said 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 said screw rod 1, said pad 25 is fixedly mounted between concrete wall 4 and the nut 26, the said wall coil 8 that connects is installed in the end that screw rod 1 stretches out concrete wall 4 wall face 4-2 through nut 37.
In the present embodiment; The installation and removal of this scaffold instrument formula wall-connecting piece are very convenient, and can recycle, and its turnover rate is high; The problem that does not have spillage of material; And the area that said wall-connecting piece takies concrete component 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 applicable to the building of brick mix structure, and said pre-buried pipe is provided with in the hole to be provided of brick mix structure, and said hole to be provided is arranged on the concrete precast block.
In conjunction with the job practices of Fig. 1, Fig. 2 and a kind of scaffold instrument formula wall-connecting piece shown in Figure 3, this job practices may further comprise the steps:
Step 1, pre-buried pipe is installed: choose pre-buried pipe 11; The length of said pre-buried pipe 11 equals to wait to build the distance between concrete component medial surface and the lateral surface; The two ends of said pre-buried pipe 11 are provided with closure; Said pre-buried pipe 11 is fixedly connected on waits to build on the distributing bar of concrete component, said pre-buried pipe 11 is perpendicular to medial surface and the lateral surface of waiting to build concrete component;
In the present embodiment; As shown in Figures 2 and 3, said concrete component is concrete wall 4, wherein; The length of said pre-buried pipe 11 equals to wait to build the interior metope 4-1 of concrete wall 4 and the distance between the wall face 4-2; The said distributing bar of building concrete component of waiting is wall structure reinforcing bar 9, and said pre-buried pipe 11 is fixedly connected on to be waited to build on the wall structure reinforcing bar 9 of concrete component, and said pre-buried pipe 11 is perpendicular to the interior metope 4-1 and the wall face 4-2 that wait to build concrete wall 4.
In the present embodiment, concrete is the supported on both sides template at said wall structure reinforcing bar 9, and in said template concreting, thereby process concrete wall 4;
In the present embodiment; As shown in Figure 2; One end of said screw rod 1 stretches out the interior metope 4-1 of concrete wall 4; The other end of said screw rod 1 stretches out the wall face 4-2 of concrete wall 4, said screw rod 1 stretch out the end of metope 4-1 in the concrete wall 4 install successively pad 1 and with the suitable nut 1 of said screw rod 1, thereby and the nut 1 of screwing pad 1 is fixed between concrete wall 4 and the nut 1; An end that stretches out concrete wall 4 wall face 4-2 at said screw rod 1 install successively pad 25 and with the suitable nut 26 of said screw rod 1; Thereby and the nut 26 of screwing is fixed on pad 25 between concrete wall 4 and the nut 26; The company's of choosing wall coil 8 again; At the suitable nut 37 of the said end fixed installation that connects wall coil 8 and screw rod 1, the said wall coil 8 that connects is installed in the end that screw rod 1 stretches out concrete wall 4 wall face 4-2 through nut 37.
The job practices of the said 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; Capital is few, and is reliable with the drawknot of concrete component.
In conjunction with Fig. 1 and Fig. 2, in the present embodiment, through nut 1 and nut 26 are set, through swivel nut 1 and nut 26, the verticality that can conveniently regulate scaffold, it is very convenient to operate, and is easy to control scaffold verticality and safety.Through pad 1 and pad 25 are set; Thereby can increase compression area and guarantee nut 1 and being fastenedly connected of screw rod 1 and being fastenedly connected of nut 26 and screw rod 1; And reduced the damage of concrete component, just the damage of concrete wall 4 and concrete beam 13.
In the step 1 of present embodiment, said pre-buried pipe 11 is a pvc pipe, in the said pre-buried pipe 11 powdery filling material is housed, and the two ends of said pre-buried pipe 11 are sealed with adhesive tape.Through selecting for use pvc pipe as pre-buried 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, said pre-buried pipe 11 is arranged on the stirrup 1 of said wall structure reinforcing bar 9, and said pre-buried pipe 11 is through pricking the silk colligation on wall structure reinforcing bar 9.
As shown in Figure 4; The difference of present embodiment and embodiment 1 is: said concrete component is a concrete beam 13; The medial surface of said concrete component is beam body medial surface 13-1; The lateral surface of said concrete component is the external side 13-2 of beam, that is to say, an end of said screw rod 1 stretches out the beam body medial surface 13-1 of concrete beam 13; The other end of said screw rod 1 stretches out the external side 13-2 of beam of concrete beam 13; The end that said screw rod 1 stretches out said beam body medial surface 13-1 be equipped with pad 1 and with the suitable nut 1 of said screw rod 1, said pad 1 is fixedly mounted between concrete beam 13 and the nut 1, the end that said screw rod 1 stretches out the external side 13-2 of said beam be equipped with pad 25 and with the suitable nut 26 of said screw rod 1; Said pad 25 is fixedly mounted between concrete beam 13 and the nut 26, and the said wall coil 8 that connects is installed in the end that screw rod 1 stretches out the external side 13-2 of beam through nut 37.
The said 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, capital is few, and is reliable with the drawknot of concrete beam 13.
In the present embodiment,, 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 through pad 1 and pad 25 are set.
In conjunction with the job practices of Fig. 1, Fig. 4 and a kind of scaffold instrument formula wall-connecting piece shown in Figure 5, this job practices may further comprise the steps:
Step 1, pre-buried pipe is installed: choose pre-buried pipe 11; The length of said pre-buried pipe 11 equals to wait to build the beam body medial surface 13-1 of concrete beam 13 and the distance between the external side 13-2 of beam; The two ends of said pre-buried pipe 11 are provided with closure; Said pre-buried pipe 11 is fixedly connected on the beam body structure reinforcing bar 15 of concrete beam 13, said pre-buried pipe 11 is perpendicular to medial surface 13-1 and the external side 13-2 of beam, and is concrete; Said pre-buried pipe 11 is arranged on the stirrup 2 16 of said beam body structure reinforcing bar 15, and said pre-buried pipe 11 is through pricking the silk colligation on beam body structure reinforcing bar 15;
Step 4, installation wall-connecting piece: choose a screw rod 1; Said screw rod 1 is installed in the said pre-buried pipe 11; One end of said screw rod 1 stretches out beam body medial surface 13-1; The other end of said screw rod 1 stretches out the external side 13-2 of beam, an end that stretches out beam body medial surface 13-1 at said screw rod 1 install successively pad 1 and with the suitable nut 1 of said screw rod 1, thereby and the nut 1 of screwing pad 1 is fixed between concrete beam 13 and the nut 1; An end that stretches out the external side 13-2 of beam at said screw rod 1 install successively pad 25 and with the suitable nut 26 of said screw rod 1; Thereby and the nut 26 of screwing is fixed on pad 25 between concrete beam 13 and the nut 26; The company's of choosing wall coil 8 again; At the suitable nut 37 of the said end fixed installation that connects wall coil 8 and screw rod 1; Through nut 37 the said wall coil 8 that connects is installed in the end that screw rod 1 stretches out the concrete component lateral surface, the said wall coil 8 that connects is fixedly connected with scaffold cross bar 14 away from an end of nut 37, thereby accomplish the construction of this scaffold instrument formula wall-connecting piece.
As shown in Figure 5, said pre-buried pipe 11 is arranged on the stirrup 2 16 of said beam body structure reinforcing bar 15, and said pre-buried pipe 11 is through pricking the silk colligation on beam body structure reinforcing bar 15.
The above; It only is preferred embodiment of the present invention; Be not that the present invention is done any restriction, every technical spirit all still belongs in the protection domain of technical scheme of the present invention any simple modification, change and equivalent structure transformation that above embodiment did according to the present invention.
Claims (8)
1. scaffold instrument formula wall-connecting piece; It is characterized in that: comprise connecting wall coil (8) and being installed in the screw rod (1) on the concrete component; One end of said screw rod (1) stretches out the medial surface of concrete component; The other end of said screw rod (1) stretches out the lateral surface of concrete component; The end that said screw rod (1) stretches out the concrete component medial surface be equipped with pad one (3) and with the suitable nut one (2) of said screw rod (1); Said pad one (3) is fixedly mounted between concrete component and the nut one (2); The end that said screw rod (1) stretches out the concrete component lateral surface be equipped with pad two (5) and with the suitable nut two (6) of said screw rod (1), said pad two (5) is fixedly mounted between concrete component and the nut two (6), a said end that connects wall coil (8) is equipped with and the suitable nut three (7) of screw rod (1); The said wall coil (8) that connects is installed in the end that screw rod (1) stretches out the concrete component lateral surface through nut three (7), and said 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 said 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 said wall coil (8) that connects is fixedly connected with scaffold cross bar (14) through fastener (12).
4. scaffold instrument formula wall-connecting piece according to claim 1, it is characterized in that: the screw thread of said screw rod (1) is a trapezoidal thread.
5. the job practices of a scaffold instrument formula wall-connecting piece as claimed in claim 1 is characterized in that this job practices may further comprise the steps:
Step 1, pre-buried pipe is installed: choose pre-buried pipe (11); The length of said pre-buried pipe (11) equals to wait to build the distance between concrete component medial surface and the lateral surface; The two ends of said pre-buried pipe (11) are provided with closure; Said pre-buried pipe (11) is fixedly connected on waits to build on the distributing bar of concrete component, said pre-buried pipe (11) is perpendicular to medial surface and the lateral surface of waiting to build concrete component;
Step 2, concreting member: in the supported on both sides template of said distributing bar, and in said template concreting, process concrete component;
Step 3, get through pre-buried pipe: the closure at said pre-buried pipe (11) two ends is removed, and the inside of said pre-buried pipe (11) is got through;
Step 4, installation wall-connecting piece: choose a screw rod (1); Said screw rod (1) is installed in the said pre-buried pipe (11); One end of said screw rod (1) stretches out the medial surface of concrete component; The other end of said screw rod (1) stretches out the lateral surface of concrete component; An end that stretches out the concrete component medial surface at said screw rod (1) install successively pad one (3) and with the suitable nut one (2) of said screw rod (1), and screw nut one (2) thus pad one (3) is fixed between concrete component and the nut one (2); An end that stretches out the concrete component lateral surface at said screw rod (1) install successively pad two (5) and with the suitable nut two (6) of said screw rod (1); And screw nut two (6) thus pad two (5) is fixed between concrete component and the nut two (6); The company's of choosing wall coil (8) again; In the said end fixed installation and the suitable nut three (7) of screw rod (1) that connects wall coil (8); Through nut three (7) the said wall coil (8) that connects is installed in the end that screw rod (1) stretches out the concrete component lateral surface; The said wall coil (8) that connects is fixedly connected with scaffold cross bar (14) away from an end of nut three (7), thereby accomplishes the construction of this scaffold instrument formula wall-connecting piece.
6. the job practices of scaffold instrument formula wall-connecting piece according to claim 5 is characterized in that: in the step 1, said pre-buried pipe (11) is a pvc pipe, in the said pre-buried pipe (11) powdery filling material is housed, and said closure is an adhesive tape.
7. job practices according to claim 5; It is characterized in that: said concrete component is concrete wall (4); Said pre-buried pipe (11) is arranged on the stirrup one (10) of said wall structure reinforcing bar (9), and said pre-buried pipe (11) is through pricking the silk colligation on wall structure reinforcing bar (9).
8. job practices according to claim 5; It is characterized in that: said concrete component is concrete beam (13); Said pre-buried pipe (11) is arranged on the stirrup two (16) of said beam body structure reinforcing bar (15), and said pre-buried pipe (11) is through pricking the silk colligation on beam body structure reinforcing bar (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210240021.1A CN102720347B (en) | 2012-07-11 | 2012-07-11 | Scaffold tool type wall connecting piece and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210240021.1A CN102720347B (en) | 2012-07-11 | 2012-07-11 | Scaffold tool type wall connecting piece and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102720347A true CN102720347A (en) | 2012-10-10 |
| CN102720347B CN102720347B (en) | 2014-10-29 |
Family
ID=46946199
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210240021.1A Expired - Fee Related CN102720347B (en) | 2012-07-11 | 2012-07-11 | Scaffold tool type wall connecting piece and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102720347B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103556813A (en) * | 2013-11-12 | 2014-02-05 | 焦作建工集团有限公司 | Steel pipe scaffold wall connecting piece |
| CN104047419A (en) * | 2014-06-13 | 2014-09-17 | 中建四局第一建筑工程有限公司 | Wall linking method of scaffold and wall-linking member used by scaffold |
| CN106013762A (en) * | 2016-07-07 | 2016-10-12 | 广西桂林地建建设有限公司 | Scaffold wall connecting element and construction method using wall connecting element |
| CN113668839A (en) * | 2021-08-10 | 2021-11-19 | 中建一局集团建设发展有限公司 | External scaffold wall connecting structure convenient for single-side installation and disassembly and construction method thereof |
| CN113775167A (en) * | 2021-09-16 | 2021-12-10 | 江苏扬建集团有限公司 | Scaffold wall connecting piece for tool type formwork and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0473372A (en) * | 1990-07-13 | 1992-03-09 | Tategu Sogo Shosha Futaba:Kk | Fixture for scaffold building member |
| CN2646282Y (en) * | 2003-09-06 | 2004-10-06 | 江苏金土木建设集团有限公司第七分公司 | Wall connecting member of scaffold |
| CN201321718Y (en) * | 2008-12-10 | 2009-10-07 | 上海市第二建筑有限公司 | Anti-overturning connecting device |
| CN202644967U (en) * | 2012-07-11 | 2013-01-02 | 陕西建工集团第十建筑工程有限公司 | Scaffold tool type wall connecting piece |
-
2012
- 2012-07-11 CN CN201210240021.1A patent/CN102720347B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0473372A (en) * | 1990-07-13 | 1992-03-09 | Tategu Sogo Shosha Futaba:Kk | Fixture for scaffold building member |
| CN2646282Y (en) * | 2003-09-06 | 2004-10-06 | 江苏金土木建设集团有限公司第七分公司 | Wall connecting member of scaffold |
| CN201321718Y (en) * | 2008-12-10 | 2009-10-07 | 上海市第二建筑有限公司 | Anti-overturning connecting device |
| CN202644967U (en) * | 2012-07-11 | 2013-01-02 | 陕西建工集团第十建筑工程有限公司 | Scaffold tool type wall connecting piece |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103556813A (en) * | 2013-11-12 | 2014-02-05 | 焦作建工集团有限公司 | Steel pipe scaffold wall connecting piece |
| CN103556813B (en) * | 2013-11-12 | 2016-04-06 | 焦作建工集团有限公司 | Steel pipe scaffold wall-connecting piece |
| CN104047419A (en) * | 2014-06-13 | 2014-09-17 | 中建四局第一建筑工程有限公司 | Wall linking method of scaffold and wall-linking member used by scaffold |
| CN106013762A (en) * | 2016-07-07 | 2016-10-12 | 广西桂林地建建设有限公司 | Scaffold wall connecting element and construction method using wall connecting element |
| CN113668839A (en) * | 2021-08-10 | 2021-11-19 | 中建一局集团建设发展有限公司 | External scaffold wall connecting structure convenient for single-side installation and disassembly and construction method thereof |
| CN113775167A (en) * | 2021-09-16 | 2021-12-10 | 江苏扬建集团有限公司 | Scaffold wall connecting piece for tool type formwork and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102720347B (en) | 2014-10-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102720347A (en) | Scaffold tool type wall connecting piece and construction method thereof | |
| CN202467183U (en) | Clamping and fixing device of reinforced concrete beam steel formwork | |
| CN203808484U (en) | Integrated cantilevered and attached external scaffolding | |
| CN105421748A (en) | Anchoring device of cantilever scaffold | |
| CN103161313B (en) | Connection method of main reinforcement of constructional column of infilled wall and framed girder | |
| CN202644967U (en) | Scaffold tool type wall connecting piece | |
| CN103552911B (en) | A kind of movable boom hoisting and the construction installation method of use thereof | |
| CN204225471U (en) | A kind of cantilever steel girder structure through walls | |
| CN204299162U (en) | To encorbelment steel I-beam anchor structure | |
| CN102061810B (en) | Construction method of safe flat net positioned on periphery of building | |
| CN203462754U (en) | Free-disassembly suspension template | |
| CN205153515U (en) | Overhanging bearing frame makes up positioner | |
| CN211647239U (en) | Lower hanging device for steel platform | |
| CN203755676U (en) | Perpendicularity control tool for wall column | |
| CN103225396A (en) | Beam frame type construction template system | |
| CN203200719U (en) | Hanging type slope pouring template device | |
| CN204001980U (en) | The steel structure enclosure wall that a kind of building site is special | |
| CN206815804U (en) | A kind of new builder's jack girder steel built-in fitting | |
| CN202359816U (en) | Layering reinforcing and supporting device for on-situ concrete casting template | |
| CN104948004B (en) | A kind of site safety manages revolving enclosure wall | |
| CN203067936U (en) | High-altitude pipeline installation safe lifting bracket | |
| CN209145185U (en) | A kind of staircase external angle protective device and constructing device | |
| CN203188612U (en) | Beam frame type building template system | |
| CN203603490U (en) | Supporting structure used for erecting formwork truss on prefabricated beam | |
| CN205224571U (en) | Anchor of builder's jack |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20141029 Termination date: 20170711 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |