CN109779236A - A kind of suspension arrangement being arranged on concrete walls and construction method - Google Patents
A kind of suspension arrangement being arranged on concrete walls and construction method Download PDFInfo
- Publication number
- CN109779236A CN109779236A CN201910063515.9A CN201910063515A CN109779236A CN 109779236 A CN109779236 A CN 109779236A CN 201910063515 A CN201910063515 A CN 201910063515A CN 109779236 A CN109779236 A CN 109779236A
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- suspension
- ontology
- steel plate
- concrete walls
- conical sleeve
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Abstract
The invention discloses a kind of suspension arrangement being arranged on concrete walls and construction methods, it is related to technical field of building construction, including hanging ontology, the suspension ontology is equipped with the conical sleeve being fixedly connected by high-strength bolt close to wall side, the suspension ontology is equipped with perforative pin, the conical sleeve is equipped with screw rod far from suspension ontology one end, and the screw rod passes through wall side and is fixedly connected with backing plate, and the backing plate is equipped with nut far from wall side.The present invention uses and installs conical sleeve and screw rod in advance in concrete walls body as bridge, the backing plate and nut of the suspension ontology and the wall other side of connecting wall side, and guarantee suspension arrangement adhesive force on wall by high-strength bolt and through pin on suspension ontology.
Description
Technical field
The present invention relates to technical field of building construction, more particularly, to a kind of suspension arrangement being arranged on concrete walls and
Construction method.
Background technique
External scaffolding generallys use steel tube fastener formula scaffold in construction at present, and the mode of setting up is divided into console mode foot hand
Frame and builder's jack, console mode scaffold will not usually set up it is too high, and influence next procedure construction and material turnover, have one
Fixed limitation, builder's jack generallys use overhanging I-steel, but construction cost is excessively high, and peace tears operation open and belongs to high altitude operation,
There is certain risk, usually require reserved opening when encountering wall, for placing I-steel, after outrigger dismounting, the later period is also
Hole is blocked, and there are the hidden danger of external wall seepage.In conclusion there is construction complexity, safety wind in steel tube fastener formula scaffold
Danger is big, peace tears the defects of speed of application is slow, construction cost is excessively high open.
Summary of the invention
It is arranged it is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of in concrete
Suspension arrangement and construction method on wall, the construction difficult problem of its effective solution wall periphery scaffold are not necessarily to when installing girder steel
The reserved opening on shear wall, and be embedded in the conical sleeve in concrete walls and hang ontology and can be recycled, saving is applied
Work cost, remarkable in economical benefits.
To achieve the goals above, the technical scheme adopted by the invention is as follows: it is provided it is a kind of be arranged on concrete walls
Suspension arrangement, including suspension ontology, the suspension ontology are equipped with the cone being fixedly connected by high-strength bolt close to wall side
Shape sleeve, the suspension ontology are equipped with perforative pin, and the conical sleeve is equipped with screw rod far from suspension ontology one end, described
Screw rod passes through wall side and is fixedly connected with backing plate, and the backing plate is equipped with nut far from wall side.
Preferably, the suspension ontology includes the first steel plate, the second steel plate and annulus, and the first steel plate upper and lower ends are solid
Surely the second steel plate is connected, first steel plate is equipped with annulus far from the second steel plate side.
Preferably, first steel plate thickness be 20~30mm, the second steel plate with a thickness of 10~20mm.
Preferably, the nominal diameter of the high-strength bolt isOr
Preferably, the plate thickness is 30~40mm.
Preferably, the screw rod is made by alloy steel.
The invention also discloses a kind of construction methods that suspension arrangement on concrete walls is arranged in, comprising the following steps:
A, after the completion of wall steel bar binding, embedded conical sleeve and screw rod first, then to which concreting is complete and template
After dismounting, backing plate and nut, and tightening nuts are installed；
B, suspension ontology is placed at embedded conical sleeve, and ontology and conical sleeve will be hung by high-strength bolt
It is fixedly connected；
C, the second Interal fixation of the first steel plate upper and lower ends is connected by pin.
Compared with prior art, the present invention can obtain following technical effect:
(1) present invention uses and installs conical sleeve and screw rod in advance in concrete walls body as bridge, connecting wall one
Side suspension ontology and the wall other side backing plate and nut, and by high-strength bolt and through suspension ontology on pin come
Guarantee suspension arrangement adhesive force on wall.
(2) the suspension ontology that the present invention uses is that obsolete material is made in construction site, and production process is simple, and outstanding
Hanging ontology, conical sleeve and screw rod secondary can use, and save construction cost, remarkable in economical benefits.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples, in attached drawing:
Fig. 1 is overall structure diagram of the invention；
Fig. 2 is suspension body construction schematic diagram of the invention.
Wherein, 1, suspension ontology, the 11, first steel plate, the 12, second steel plate, 13, annulus, 2, backing plate, 3, screw rod, 4, nut,
5, pin, 6, conical sleeve, 7, high-strength bolt.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Embodiment one
As shown in Figs. 1-2, a kind of that suspension arrangement, including suspension ontology 1, the suspension ontology 1 are set on concrete walls
The conical sleeve 6 being fixedly connected by high-strength bolt 7 is equipped with close to wall side, the suspension ontology 1 is equipped with perforative
Pin 5, the conical sleeve 6 are equipped with screw rod 3 far from suspension 1 one end of ontology, and the screw rod 3 passes through wall side and backing plate 2 is solid
Fixed connection, the backing plate 2 are equipped with nut 4 far from wall side.
Wherein: the suspension ontology 1 includes the first steel plate 11, the second steel plate 12 and annulus 13, on first steel plate 11
Lower both ends are fixedly connected with the second steel plate 12, and first steel plate 11 is equipped with annulus 13 far from 12 side of the second steel plate；Described first
Steel plate 11 with a thickness of 20mm, the second steel plate 2 with a thickness of 10mm；The nominal diameter of the high-strength bolt 7 isIt is described
Backing plate 2 is with a thickness of 30mm；The screw rod 3 is made by alloy steel.
Embodiment two
As shown in Figs. 1-2, a kind of construction method that suspension arrangement on concrete walls is set, comprising the following steps:
A, after the completion of wall steel bar binding, embedded conical sleeve 6 and screw rod 3 first, then to which concreting is complete and mould
After plate is removed, backing plate 2 and nut 4, and tightening nuts 4 are installed；
B, suspension ontology 1 is placed at embedded conical sleeve 6, and ontology 1 and taper will be hung by high-strength bolt 7
Sleeve 6 is fixedly connected；
C, second steel plate 12 of 11 upper and lower ends of the first steel plate is fixedly connected by pin 5.
Obviously present invention specific implementation is not subject to the restrictions described above, as long as using method concept and skill of the invention
The improvement for the various unsubstantialities that art scheme carries out, or not improved the conception and technical scheme of the invention are directly applied to it
Its occasion, it is within the scope of the present invention.
Claims (7)
1. a kind of suspension arrangement being arranged on concrete walls, including suspension ontology (1), it is characterised in that: the suspension ontology
(1) it is equipped with the conical sleeve (6) being fixedly connected by high-strength bolt (7) close to wall side, is set on the suspension ontology (1)
Have perforative pin (5), the conical sleeve (6) is equipped with screw rod (3) far from suspension ontology (1) one end, and the screw rod (3) passes through
Wall side is fixedly connected with backing plate (2), and the backing plate (2) is equipped with nut (4) far from wall side.
2. a kind of setting suspension arrangement on concrete walls according to claim 1, it is characterised in that: the suspension ontology
It (1) include the first steel plate (11), the second steel plate (12) and annulus (13), the first steel plate (11) upper and lower ends are fixedly connected with the
Two steel plates (12), first steel plate (11) are equipped with annulus (13) far from the second steel plate (12) side.
3. a kind of setting suspension arrangement on concrete walls according to claim 2, it is characterised in that: first steel plate
(11) with a thickness of 20~30mm, the second steel plate (2) with a thickness of 10~20mm.
4. a kind of setting suspension arrangement on concrete walls according to claim 1, it is characterised in that: the high intensity spiral shell
The nominal diameter of bolt (7) isOr
5. a kind of setting suspension arrangement on concrete walls according to claim 1, it is characterised in that: the backing plate (2)
With a thickness of 30~40mm.
6. a kind of setting suspension arrangement on concrete walls according to claim 1, it is characterised in that: the screw rod (3)
It is made by alloy steel.
7. such as a kind of construction method that suspension arrangement on concrete walls is arranged in as claimed in any one of claims 1 to 6, feature
It is, comprising the following steps:
A, after the completion of wall steel bar binding, embedded conical sleeve (6) and screw rod (3) first, then to which concreting is complete and mould
After plate is removed, backing plate (2) and nut (4), and tightening nuts (4) are installed；
B, will suspension ontology (1) be placed at embedded conical sleeve (6), and by high-strength bolt (7) will hang ontology (1) with
Conical sleeve (6) is fixedly connected；
C, second steel plate (12) of the first steel plate (11) upper and lower ends is fixedly connected by pin (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910063515.9A CN109779236A (en) | 2019-01-23 | 2019-01-23 | A kind of suspension arrangement being arranged on concrete walls and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910063515.9A CN109779236A (en) | 2019-01-23 | 2019-01-23 | A kind of suspension arrangement being arranged on concrete walls and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109779236A true CN109779236A (en) | 2019-05-21 |
Family
ID=66502054
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910063515.9A Pending CN109779236A (en) | 2019-01-23 | 2019-01-23 | A kind of suspension arrangement being arranged on concrete walls and construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN109779236A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113860189A (en) * | 2021-10-29 | 2021-12-31 | 上海建工四建集团有限公司 | Pin shaft type climbing beam of non-turnover internal climbing tower crane and use method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203783114U (en) * | 2014-02-28 | 2014-08-20 | 中国核工业第二二建设有限公司 | Steel pipe scaffold wall connecting device |
| CN104264972A (en) * | 2014-10-11 | 2015-01-07 | 重庆市佳南工贸有限公司 | Wall connecting component |
| CN204728676U (en) * | 2015-05-07 | 2015-10-28 | 中国建筑第二工程局有限公司 | Bearing hanging rack for supporting variable cross-section wall |
| CN106223597A (en) * | 2016-07-22 | 2016-12-14 | 中铁城建集团第三工程有限公司 | Detachable tapered cup nut wall-connecting piece and construction method thereof |
-
2019
- 2019-01-23 CN CN201910063515.9A patent/CN109779236A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203783114U (en) * | 2014-02-28 | 2014-08-20 | 中国核工业第二二建设有限公司 | Steel pipe scaffold wall connecting device |
| CN104264972A (en) * | 2014-10-11 | 2015-01-07 | 重庆市佳南工贸有限公司 | Wall connecting component |
| CN204728676U (en) * | 2015-05-07 | 2015-10-28 | 中国建筑第二工程局有限公司 | Bearing hanging rack for supporting variable cross-section wall |
| CN106223597A (en) * | 2016-07-22 | 2016-12-14 | 中铁城建集团第三工程有限公司 | Detachable tapered cup nut wall-connecting piece and construction method thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113860189A (en) * | 2021-10-29 | 2021-12-31 | 上海建工四建集团有限公司 | Pin shaft type climbing beam of non-turnover internal climbing tower crane and use method thereof |
| CN113860189B (en) * | 2021-10-29 | 2024-02-09 | 上海建工四建集团有限公司 | Pin shaft type overturn-free climbing system of internal climbing tower crane |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190521 |