CN207073287U - A kind of hydraulic pressure adjustable diagonal bracing device - Google Patents
A kind of hydraulic pressure adjustable diagonal bracing device Download PDFInfo
- Publication number
- CN207073287U CN207073287U CN201720619501.7U CN201720619501U CN207073287U CN 207073287 U CN207073287 U CN 207073287U CN 201720619501 U CN201720619501 U CN 201720619501U CN 207073287 U CN207073287 U CN 207073287U
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- China
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- iron
- connecting rod
- embedded
- hydraulic pressure
- rod
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- Expired - Fee Related
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Abstract
A kind of hydraulic pressure adjustable diagonal bracing device, upper attachment including being embedded in vertical member, epimere connecting rod, hypomere connecting rod, hydraulic connecting bar, nut bolt and the part of bottom linker six for being embedded in floor, epimere connecting rod is threadedly coupled by the rod iron of its upper end with upper attachment internal thread pre-buried in component before the lifting of assembled architecture Prefabricated vertical member, it is attached on Prefabricated vertical member, when lifting component in place after hypomere connecting rod and epimere connecting rod be connected through a screw thread, then it is bolted by the flat circular hole in lower end of hydraulic pressure section with being embedded in the bottom linker of flooring, the length of regulation hydraulic pressure segment length fine setting brace is so as to adjusting the perpendicularity of vertical member.
Description
Technical field
A kind of hydraulic pressure adjustable diagonal bracing device in building engineering field is the utility model is related to, is primarily adapted for use in assembled
Component is firm when building the installation of vertical member and perpendicularity adjusts.
Background technology
The post of assembled architecture vertical member with using oblique steel pipe support bar conduct mostly during wallboard installation at present
Component consolidates and the main member of perpendicularity adjustment, and steel pipe support upper end passes through the connector and support bar with being embedded on component
Connection, lower end are connected by the built-in connection with being embedded in floor, and the lower end of steel pipe is the regulation section with screw thread, this oblique
Support typically uses unitary construction, and general heavier and longer, an operation is relatively laborious in construction, on the other hand, due to length
Degree is longer, needs operating personnel to climb to eminence when being connected with assembled vertical member and is connected hound with component, removes oblique
When strut, need also exist for operating personnel and climb to eminence unclamping hound, then two people make a concerted effort to unclamp hound and removed, this
Kind of construction method not only taken a lot of work it is again time-consuming, it is extremely inconvenient, due to high-rise working while arduously time-consuming, potential safety hazard be present.
The content of the invention
In order to solve current assembled architecture vertical member skewed horizontal load construction inconvenience, and there is potential safety hazard etc. not in construction
Foot, we have proposed a kind of hydraulic pressure adjustable diagonal bracing device, by be embedded in the upper attachment of vertical member, epimere connecting rod, under
Section connecting rod, hydraulic connecting bar, nut bolt and the part of bottom linker six composition for being embedded in floor, its middle and upper part connects
Fitting is by hemispherical iron block（1-2）With 4 equally distributed embedded bars being weldingly connected with hemisphere face（1-1）Composition, it is pre-buried
Reinforcing bar is embedded in prefabricated vertical concrete component, and hemispherical iron block is drilled with tapped cylindrical hole；Epimere connecting rod（2-
1）It is made up of lower end steel pipe, upper end rod iron, wherein lower end steel pipe bottom band internal thread, is connected between steel pipe and rod iron using welding
Connect, external screw thread is processed on rod iron top, is connected through a screw thread with the cylindrical hole in hemispherical iron block；Hypomere connecting rod is by lower end
Steel pipe, upper end rod iron composition, wherein lower end steel pipe bottom band internal thread, the top tape external screw thread of upper end rod iron, the top of rod iron
It is connected by screw thread with epimere connecting rod, uses and be welded to connect between lower end steel pipe and upper end rod iron；Hydraulic connecting bar is by upper end
External screw thread is processed at rod iron, hydraulic pressure section, lower end rod iron three parts composition, upper end rod iron top, the lower end steel with hypomere connecting rod
Pipe is connected through a screw thread, and the bottom of upper end rod iron is welded to connect with being used at the top of hydraulic pressure section, the bottom belt internal thread of hydraulic pressure section, under
External screw thread is processed at the top of the rod iron of end, with hydraulic pressure section bottom using being threadedly coupled, the hypomere crimp of lower end rod iron is into flat
Shape, end are provided with circular hole；Bottom linker is made up of semicircle iron plate and 2 equally distributed embedded bars being attached thereto,
Iron plate thickness is not less than 30mm, and iron plate center band circular port, semi circular surface and the embedded bar of semicircle iron plate are welded to connect, pre-buried
Reinforcing bar is embedded in floor concrete；The steel that epimere connecting rod is passed through into its upper end before the lifting of assembled architecture Prefabricated vertical member
Rod is threadedly coupled with upper attachment internal thread pre-buried in component, is attached on Prefabricated vertical member, when lifting component arrives
Hypomere connecting rod and epimere connecting rod are connected through a screw thread behind position, then by the flat circular hole in lower end of hydraulic pressure section with being embedded in
The bottom linker of flooring is bolted, and the length of regulation hydraulic pressure segment length fine setting brace is so as to adjusting hanging down for vertical member
Straight degree.
Brief description of the drawings
The utility model is described further below in conjunction with the accompanying drawings.
Fig. 1 drawings in side sectional elevation
Embedded bar 1-2. hemispherical iron block 2-1. epimere connecting rod 2-2. hypomeres in figure in 1-1. vertical members connect
Embedded bar in the nut bolt 4-1. semicircle iron plate 4-2. floors of extension bar 2-3. hydraulic connectings bar 3.
Embodiment
1st, according to the detail drawing of vertical member in assembled architecture Deepen Design, determine that upper attachment is pre- before element precast
Bury the specification and length of reinforcing bar, hemispherical iron block diameter；
2nd, according to the position of floor slab bottoms connector in detail drawing, inclination angle and the length of connecting rod, and processing and fabricating top are determined
Portion's connector, it is pre-buried to be fixed on floor；
3rd, cylindrical cavity, and machining internal thread are bored on hemispherical iron block according to the inclination angle of connecting rod；
4th, designing and producing for epimere connecting rod is carried out according to dimension of inner screw thread；
5th, designing and producing for hypomere connecting rod is carried out according to epimere connecting rod；
6th, designing and producing for hydraulic connecting bar is carried out according to hypomere connecting rod
7th, according to hydraulic connecting bar lower end circular hole size selection nut bolt；
8th, by hypomere connecting rod and hydraulic connecting bar connect group it is integral；
9th, it is pre- in the rod iron and component that epimere connecting rod is passed through into its upper end before the lifting of assembled architecture Prefabricated vertical member
The upper attachment internal thread buried is threadedly coupled, and is attached on Prefabricated vertical member；
10th, when lifting component in place after hypomere connecting rod and epimere connecting rod be connected through a screw thread, then pass through hydraulic pressure
The flat circular hole in lower end of section is bolted with being embedded in the bottom linker of flooring；
11st, perpendicularity situation is shown according to the perpendicularity checking instrument device to vertical member, the length of regulation hydraulic pressure section is carried out
Vertical member perpendicularity adjusts.
Claims (1)
1. a kind of hydraulic pressure adjustable diagonal bracing device, it is characterised in that upper attachment, epimere connection including being embedded in vertical member
Bar, hypomere connecting rod, hydraulic connecting bar, nut bolt and the part of bottom linker six for being embedded in floor, its middle and upper part
Connector is by hemispherical iron block（1-2）With 4 equally distributed embedded bars being weldingly connected with hemisphere face（1-1）Composition, in advance
Bury reinforcing bar to be embedded in prefabricated vertical concrete component, hemispherical iron block is drilled with tapped cylindrical hole；Epimere connecting rod
（2-1）It is made up of lower end steel pipe, upper end rod iron, wherein lower end steel pipe bottom band internal thread, using welding between steel pipe and rod iron
Connection, rod iron top is processed into external screw thread, is connected through a screw thread with the cylindrical hole in hemispherical iron block；Hypomere connecting rod is under
Hold steel pipe, upper end rod iron composition, wherein lower end steel pipe bottom band internal thread, the top tape external screw thread of upper end rod iron, rod iron it is upper
Portion is connected by screw thread with epimere connecting rod, is used and is welded to connect between lower end steel pipe and upper end rod iron；Hydraulic connecting bar is by upper
Rod iron, hydraulic pressure section, lower end rod iron three parts composition are held, is processed into external screw thread at the top of the rod iron of upper end, the lower end with hypomere connecting rod
Steel pipe is connected through a screw thread, and the bottom of upper end rod iron is welded to connect with being used at the top of hydraulic pressure section, the bottom belt internal thread of hydraulic pressure section,
External screw thread is processed at the top of lower end rod iron, with hydraulic pressure section bottom using being threadedly coupled, the hypomere crimp of lower end rod iron is into flat
Flat-shaped, end is provided with circular hole；Bottom linker is by semicircle iron plate and 2 equally distributed embedded bar groups being attached thereto
Into, iron plate thickness is not less than 30mm, iron plate center band circular port, and semi circular surface and the embedded bar of semicircle iron plate are welded to connect,
Embedded bar is embedded in floor concrete；Epimere connecting rod is passed through into its upper end before the lifting of assembled architecture Prefabricated vertical member
Rod iron be threadedly coupled with upper attachment internal thread pre-buried in component, be attached on Prefabricated vertical member, when component is hung
Hypomere connecting rod and epimere connecting rod are connected through a screw thread after being attached to position, then by the flat circular hole in lower end of hydraulic pressure section with it is pre-
The bottom linker for being embedded in flooring is bolted, and the length of regulation hydraulic pressure segment length fine setting brace is so as to adjusting vertical member
Perpendicularity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720619501.7U CN207073287U (en) | 2017-05-31 | 2017-05-31 | A kind of hydraulic pressure adjustable diagonal bracing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720619501.7U CN207073287U (en) | 2017-05-31 | 2017-05-31 | A kind of hydraulic pressure adjustable diagonal bracing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207073287U true CN207073287U (en) | 2018-03-06 |
Family
ID=61513035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720619501.7U Expired - Fee Related CN207073287U (en) | 2017-05-31 | 2017-05-31 | A kind of hydraulic pressure adjustable diagonal bracing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207073287U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729677A (en) * | 2018-05-31 | 2018-11-02 | 中国十九冶集团有限公司 | Tank integrated lifting installation method |
| CN110565969A (en) * | 2019-09-05 | 2019-12-13 | 上海宝冶建筑工程有限公司 | Assembly type building PC column reinforcing device and reinforcing method |
| CN111926799A (en) * | 2020-08-14 | 2020-11-13 | 中煤江南(佛山)建设发展有限公司 | Prefabricated guide wall of underground continuous wall |
| CN113756619A (en) * | 2021-09-09 | 2021-12-07 | 浙江省二建建设集团有限公司 | Temporary support structure of cooling tower steel pipe concrete X-shaped oblique strut and construction method |
-
2017
- 2017-05-31 CN CN201720619501.7U patent/CN207073287U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729677A (en) * | 2018-05-31 | 2018-11-02 | 中国十九冶集团有限公司 | Tank integrated lifting installation method |
| CN110565969A (en) * | 2019-09-05 | 2019-12-13 | 上海宝冶建筑工程有限公司 | Assembly type building PC column reinforcing device and reinforcing method |
| CN111926799A (en) * | 2020-08-14 | 2020-11-13 | 中煤江南(佛山)建设发展有限公司 | Prefabricated guide wall of underground continuous wall |
| CN113756619A (en) * | 2021-09-09 | 2021-12-07 | 浙江省二建建设集团有限公司 | Temporary support structure of cooling tower steel pipe concrete X-shaped oblique strut and construction method |
| CN113756619B (en) * | 2021-09-09 | 2022-10-14 | 浙江省二建建设集团有限公司 | Temporary support structure of cooling tower steel pipe concrete X-shaped oblique strut and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180306 |