CN103046731A - Attaching method for outer wall scaffold and attaching bracing part used in method - Google Patents
Attaching method for outer wall scaffold and attaching bracing part used in method Download PDFInfo
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- CN103046731A CN103046731A CN2013100197195A CN201310019719A CN103046731A CN 103046731 A CN103046731 A CN 103046731A CN 2013100197195 A CN2013100197195 A CN 2013100197195A CN 201310019719 A CN201310019719 A CN 201310019719A CN 103046731 A CN103046731 A CN 103046731A
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Abstract
The invention discloses an attaching bracing part used for a scaffold. The attaching bracing part comprises a scaffold connecting rod, a sleeve and an embedded part, wherein the scaffold connecting rod comprises a vertical connecting plate, a horizontal connecting rod is fixedly arranged on one side of the vertical connecting plate, a horizontal connecting screw is fixedly arranged on the other side of the vertical connecting plate, an inner thread is arranged inside the sleeve, an outer thread which is matched with the inner thread of the sleeve is arranged on the horizontal connecting screw, and an outer thread which is matched with the inner thread of the sleeve is arranged is arranged at one end of the embedded part. By the aid of the attaching bracing part used for the scaffold, the rigid bracing between a plurality of upright posts of the outer wall scaffold and a concrete structure can be achieved, and the attaching bracing part has the positive practical significance.
Description
Technical field
The present invention relates to a kind of attached wall tension member of attached wall method of attachment and use thereof of exterior wall scaffold, belong to building field.
Background technology
At present, exterior wall scaffold materials such as (generally adopt set up) steel pipes generally has two kinds with the rigidity drawknot mode of exterior wall: (1) is taked the horizontal concrete beam of side outside the building, vertically vertically is provided with embedded steel tube and the method by level connection joint steel pipe drawknot in post or the shear wall; The method mainly comprises following processing step: (a) outside the building the corresponding position of the horizontal concrete beam of side, vertical post or shear wall vertically is provided with some embedded steel tubes; (b) slotted eye is all offered in the position corresponding with each embedded steel tube on the inside and outside both sides vertical form of described horizontal concrete beam, vertical post or shear wall; (c) between the vertical form of inside and outside both sides, utilization is higher than some horizontal baffles of each embedded steel tube and builds some spaces of blocking corresponding embedded steel tube, then, between the vertical form of inside and outside both sides, carry out concreting, outside the building form the some hole to be provideds that accommodate respectively corresponding embedded steel tube in the horizontal concrete beam of side, vertical post or the shear wall, embedded steel tube is presented in hole to be provided and is stretched shape; (d) for the corresponding embedded steel tube in arbitrary hole to be provided, the corresponding vertical rod of exterior wall scaffold is connected with an end of level connection joint steel pipe by a cover fastener, the other end of level connection joint steel pipe stretches in this hole to be provided, is connected (wall-connecting piece that the above-mentioned level connection joint steel pipe that cooperatively interacts, embedded steel tube, two cover fasteners become building scaffold) by the interior corresponding embedded steel tube of another set of fastener and this hole to be provided again; (e) repeating step (d) repeatedly can be realized the rigidity drawknot of exterior wall scaffold and exterior wall.(2) adopt wall-connecting piece and existing built-in pipe (generally being horizontal PVC built-in pipe) to realize the rigidity drawknot of exterior wall scaffold and exterior wall (concrete beam or shear wall), its key step is as follows: (a) for the arbitrary built-in pipe on horizontal concrete beam or the shear wall, get a wall-connecting piece, one end ecto-entad ground of wall-connecting piece runs through this built-in pipe, spinning tightens nut and steel shim again, allow clamp nut recline mutually with the medial surface of steel shim with concrete beam or shear wall, so that this wall-connecting piece vertically is located on concrete beam or the shear wall; (b) at this moment the other end of wall-connecting piece, by this wall-connecting piece and a cover fastener, has realized a corresponding vertical rod of exterior wall scaffold and the rigidity drawknot of concrete beam or shear wall by corresponding vertical connection of a vertical rod of a cover fastener with exterior wall scaffold; (c) repeatedly repeat above-mentioned steps (namely by several wall-connecting pieces and some cover fasteners), can realize some vertical rods of exterior wall scaffold and the rigidity drawknot of concrete beam or shear wall.
Yet, find in the practical application, there are the following problems for above-mentioned first method: slotted eye is all offered in the position corresponding with each embedded steel tube on the vertical form of (1) inside and outside both sides, and the slotted eye area is larger, and this can cause the breakage of template, the waste of construction material; In addition, for each level connection joint steel pipe, need lease two cover fasteners, construction cost is higher; (2) behind the dismounting exterior wall scaffold, hole to be provided quantity in the horizontal concrete beam in the building outside, vertical post or the shear wall is more, and the sectional area of hole to be provided is larger, also need manually to utilize waterproofing materials (generally using concrete) again hole to be provided to be carried out shutoff, and so that corresponding embedded steel tube be retained in forevermore in the hole to be provided, first, increased operative employee's workload, operative employee's working hour expense is higher; Second, because of the reason of interval concreting at twice, the corresponding infiltration possibility that has increased the building outside; Three, embedded steel tube can't reclaim and reuse, and cause the waste of construction material, so that construction cost is higher.And for second method, although improved above-mentioned first problem, have equally the defective of Second Problem.
On the other hand, the concavo-convex variation of outer facade of existing building is a lot, for example wafts between window, outdoor machine of air-conditioner etc.Utilize above-mentioned 2 kinds of attached wall connected modes or wall-connecting piece then can cause difficulty to follow-up decoration construction.
Summary of the invention
Goal of the invention of the present invention provides a kind of attached wall tension member of attached wall method of attachment and use thereof of exterior wall scaffold.
To achieve the above object of the invention, the technical solution used in the present invention is: a kind of attached wall tension member, comprise scaffold connecting rod, sleeve and built-in fitting,
Described scaffold connecting rod comprises a vertical junction plate, and vertically a side of junction plate is installed with horizontal brace rod, and opposite side is installed with the level connection joint screw rod;
Be provided with internal thread in the described sleeve, described level connection joint screw rod is provided with the external screw thread that cooperates with internal thread of sleeve, and an end of described built-in fitting is provided with the external screw thread that cooperates with internal thread of sleeve.
Above, described vertical junction plate, horizontal brace rod and level connection joint screw rod three can be integrative-structures, also the three can be fixedly connected with.
Described concrete structure refers to the building structure such as post, beam, shear wall or plate.
Preferred technical scheme, described vertical junction plate, horizontal brace rod and level connection joint screw rod three's central lines.
Preferred technical scheme, described built-in fitting is warp architecture.Warp architecture is more firmly to be located at interior of building for the ease of built-in fitting.
Preferred technical scheme, described built-in fitting is reinforcing bar, described sleeve is reinforcing bar screwed connection sleeve.Be that built-in fitting can adopt the short material of reinforcing bar commonly used on the building site, waste material slightly to be processed into, be convenient to gather materials on the spot, and can save cost.
In the technique scheme, a side that is connected with the level connection joint screw rod of described sleeve is provided with groove.This groove can be cross recess or a word groove, is convenient to the following adopted instrument sleeve is taken out.
The present invention asks for protection a kind of attached wall method of attachment of exterior wall scaffold simultaneously, comprises the steps:
(1) built-in fitting and the casing threads with above-mentioned attached wall tension member links together;
(2) before the both sides vertical form was built the concrete structure inside and outside utilizing, built-in fitting and the sleeve pipe with the attached wall tension member defaulted in the concrete structure within it, and makes vertical the offseting of medial surface of an end with the outside vertical form of sleeve pipe;
(3) the level connection joint screw flight with the scaffold connecting rod of attached wall tension member is connected in the above-mentioned sleeve, and the scaffold connecting rod is vertical on the concrete structure;
(4) with corresponding vertical connection of a vertical rod of horizontal brace rod with the exterior wall scaffold of scaffold connecting rod, can realize a corresponding vertical rod of exterior wall scaffold and the rigidity drawknot of concrete structure;
(5) repeat above-mentioned steps (3) and (4), can realize that the attached wall of exterior wall scaffold connects.
Above, in the described step (2), finish build after, the external surface of concrete structure can have several above-mentioned sleeve pipes; So that it realizes being connected with the scaffold connecting rod.
Preferred technical scheme, described step (2) are wrapped up at least 1 layer film separation layer at sleeve outer surface before.This is in order to prevent that sleeve and structural concrete from fixing; After finishing construction, removing scaffold, can utilize the groove on the sleeve that sleeve is taken out, thereby can realize reusing of sleeve, further save cost.
Because technique scheme is used, the present invention compared with prior art has following advantages:
1. the present invention's design has obtained a kind of attached wall tension member for scaffold, has realized some vertical rods of exterior wall scaffold and the rigidity drawknot of concrete structure, has positive realistic meaning.
2. the present invention adopts and in the vertical form casting process of inside and outside both sides built-in fitting of the present invention and sleeve is defaulted in the concrete structure, realize by sleeve at last and be left being connected of parts, realized the attached wall drawknot, thereby avoided needing in the prior art vertical form is offered the problem of slotted eye, not only can reuse vertical form, reduce cost, and simplified constructing operation.
3. the present invention is after removing exterior wall scaffold, the lateral surface of the concrete structure in the building outside is residual one by one sleeve pipe only, at this moment, sleeve pipe can be taken out, only remaining one by one duck eye only need to utilize these duck eyes of waterproofing materials (generally using cement mortar) shutoff to get final product, built-in fitting then is retained in the concrete structure forevermore, therefore, easy construction of the present invention, cost is lower.
4. attached wall tension member of the present invention can be applied to various outside vertical surface of building, such as between the window that wafts, outdoor machine of air-conditioner etc. because tension member is positioned at the building outside, to the installation of the members such as the window in later stage, shutter, railing without any obstruction.
5. of the present invention simple in structure, be easy to realize, be suitable for applying.
Description of drawings
Fig. 1 is the stereogram of the embodiment of the invention one;
Fig. 2 is the another stereogram of the embodiment of the invention one;
Fig. 3 is the front view of scaffold connecting rod in the embodiment of the invention one;
Fig. 4 is the left view of Fig. 3;
Fig. 5 is the assembly drawing of the embodiment of the invention one middle sleeve and built-in fitting;
Fig. 6 is the front view of the embodiment of the invention one middle sleeve;
Fig. 7 is the use schematic diagram of the embodiment of the invention one.
Wherein: 1, sleeve; 2, built-in fitting; 3, vertical junction plate; 4, horizontal brace rod; 5, level connection joint screw rod; 6, groove; 7, exterior wall scaffold; 8, vertical rod; 9, fastener.
The specific embodiment
The invention will be further described below in conjunction with drawings and Examples:
Embodiment one
Shown in Fig. 1 ~ 7, a kind of attached wall tension member for scaffold comprises scaffold connecting rod, sleeve 1 and built-in fitting 2,
Described scaffold connecting rod comprises a vertical junction plate 3, and vertically a side of junction plate is installed with horizontal brace rod 4, and opposite side is installed with level connection joint screw rod 5;
Be provided with internal thread in the described sleeve, described level connection joint screw rod is provided with the external screw thread that cooperates with internal thread of sleeve, and an end of described built-in fitting is provided with the external screw thread that cooperates with internal thread of sleeve.
Described vertical junction plate, horizontal brace rod and level connection joint screw rod three's central lines.
Described built-in fitting is warp architecture.Described built-in fitting is reinforcing bar, and described sleeve is reinforcing bar screwed connection sleeve.
A side that is connected with the level connection joint screw rod of described sleeve is provided with groove 6.This groove is a word groove.
The course of work of the present invention is as follows: before (a) the both sides vertical form is built the concrete structure inside and outside utilizing, within it built-in fitting of the present invention and sleeve pipe are defaulted in the concrete structure (before sleeve pipe is put into, can wrap up a few layer film separation layers at its external surface first, prevent that itself and walls concrete from fixing), and make vertical the offseting of medial surface of an end with the outside vertical form of sleeve pipe; Thereby finish build after, the external surface of concrete structure has several above-mentioned sleeve pipes; (b) scaffold connecting rod of the present invention is connected with above-mentioned sleeve pipe that (the level connection joint screw flight that is about to the scaffold connecting rod is connected in the sleeve, and the vertical junction plate 3 of scaffold connecting rod is reclined mutually with body of wall, the scaffold connecting rod vertically is located on the concrete structure); (c) then with the horizontal brace rod 4 of scaffold connecting rod by a corresponding vertical rod 8 vertical are connected of a cover fastener 9 with exterior wall scaffold 7, can realize a corresponding vertical rod of exterior wall scaffold and the rigidity drawknot of concrete structure; (d) repeatedly repeat above-mentioned steps b and c, can realize some vertical rods of exterior wall scaffold and the rigidity drawknot of concrete structure.
Claims (7)
1. attached wall tension member is characterized in that: comprise scaffold connecting rod, sleeve (1) and built-in fitting (2),
Described scaffold connecting rod comprises a vertical junction plate (3), and vertically a side of junction plate is installed with horizontal brace rod (4), and opposite side is installed with level connection joint screw rod (5);
Be provided with internal thread in the described sleeve, described level connection joint screw rod is provided with the external screw thread that cooperates with internal thread of sleeve, and an end of described built-in fitting is provided with the external screw thread that cooperates with internal thread of sleeve.
2. attached wall tension member according to claim 1 is characterized in that: described vertical junction plate, horizontal brace rod and level connection joint screw rod three's central lines.
3. attached wall tension member according to claim 1, it is characterized in that: described built-in fitting is warp architecture.
4. attached wall tension member according to claim 1, it is characterized in that: described built-in fitting is reinforcing bar, described sleeve is reinforcing bar screwed connection sleeve.
5. attached wall tension member according to claim 1, it is characterized in that: a side that is connected with the level connection joint screw rod of described sleeve is provided with groove (6).
6. the attached wall method of attachment of an exterior wall scaffold is characterized in that, comprises the steps:
(1) built-in fitting and the casing threads with attached wall tension member claimed in claim 1 links together;
(2) before the both sides vertical form was built the concrete structure inside and outside utilizing, built-in fitting and the sleeve pipe with the attached wall tension member defaulted in the concrete structure within it, and makes vertical the offseting of medial surface of an end with the outside vertical form of sleeve pipe;
(3) the level connection joint screw flight with the scaffold connecting rod of attached wall tension member is connected in the above-mentioned sleeve, and the scaffold connecting rod is vertical on the concrete structure;
(4) with corresponding vertical connection of a vertical rod of horizontal brace rod with the exterior wall scaffold of scaffold connecting rod, can realize a corresponding vertical rod of exterior wall scaffold and the rigidity drawknot of concrete structure;
(5) repeat above-mentioned steps (3) and (4), can realize that the attached wall of exterior wall scaffold connects.
7. attached wall method of attachment according to claim 6 is characterized in that: described step (2) is wrapped up at least 1 layer film separation layer at sleeve outer surface before.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100197195A CN103046731A (en) | 2013-01-18 | 2013-01-18 | Attaching method for outer wall scaffold and attaching bracing part used in method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100197195A CN103046731A (en) | 2013-01-18 | 2013-01-18 | Attaching method for outer wall scaffold and attaching bracing part used in method |
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| CN103046731A true CN103046731A (en) | 2013-04-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2013100197195A Pending CN103046731A (en) | 2013-01-18 | 2013-01-18 | Attaching method for outer wall scaffold and attaching bracing part used in method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804387A (en) * | 2016-05-24 | 2016-07-27 | 中铁五局集团建筑工程有限责任公司 | Wall connecting piece and assembling and disassembling method thereof |
| CN109972834A (en) * | 2019-05-14 | 2019-07-05 | 陈亮 | A kind of scaffold wall attachment device |
| CN111608385A (en) * | 2020-05-23 | 2020-09-01 | 成都市天柱建筑工程有限公司 | Wall connecting device for industrial factory building outer wall scaffold and use method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0473373A (en) * | 1990-07-16 | 1992-03-09 | Satake Tekko Kk | Method for securing scaffold pipe stanchion |
| JPH1061171A (en) * | 1996-08-21 | 1998-03-03 | Hirohito Tominaga | Connecting tool of building and scaffold |
| CN101892738A (en) * | 2010-08-20 | 2010-11-24 | 中太建设集团股份有限公司 | Embedded scaffold connecting tube and construction method thereof |
| CN201883673U (en) * | 2010-12-15 | 2011-06-29 | 中建四局第六建筑工程有限公司 | Scaffold engineering tool type wall connecting element |
| CN202644966U (en) * | 2012-06-19 | 2013-01-02 | 中国十七冶集团有限公司 | Wall-connection device used for fixing outside row scaffold |
| CN202658872U (en) * | 2012-06-12 | 2013-01-09 | 中城建第六工程局集团有限公司 | Tool connecting tube of building scaffold |
| CN203034782U (en) * | 2013-01-18 | 2013-07-03 | 中城建第六工程局集团有限公司 | Wall-attached tying part used for scaffold |
-
2013
- 2013-01-18 CN CN2013100197195A patent/CN103046731A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0473373A (en) * | 1990-07-16 | 1992-03-09 | Satake Tekko Kk | Method for securing scaffold pipe stanchion |
| JPH1061171A (en) * | 1996-08-21 | 1998-03-03 | Hirohito Tominaga | Connecting tool of building and scaffold |
| CN101892738A (en) * | 2010-08-20 | 2010-11-24 | 中太建设集团股份有限公司 | Embedded scaffold connecting tube and construction method thereof |
| CN201883673U (en) * | 2010-12-15 | 2011-06-29 | 中建四局第六建筑工程有限公司 | Scaffold engineering tool type wall connecting element |
| CN202658872U (en) * | 2012-06-12 | 2013-01-09 | 中城建第六工程局集团有限公司 | Tool connecting tube of building scaffold |
| CN202644966U (en) * | 2012-06-19 | 2013-01-02 | 中国十七冶集团有限公司 | Wall-connection device used for fixing outside row scaffold |
| CN203034782U (en) * | 2013-01-18 | 2013-07-03 | 中城建第六工程局集团有限公司 | Wall-attached tying part used for scaffold |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804387A (en) * | 2016-05-24 | 2016-07-27 | 中铁五局集团建筑工程有限责任公司 | Wall connecting piece and assembling and disassembling method thereof |
| CN109972834A (en) * | 2019-05-14 | 2019-07-05 | 陈亮 | A kind of scaffold wall attachment device |
| CN111608385A (en) * | 2020-05-23 | 2020-09-01 | 成都市天柱建筑工程有限公司 | Wall connecting device for industrial factory building outer wall scaffold and use method thereof |
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Application publication date: 20130417 |