CN105784343B - Railing horizontal thrust pilot system - Google Patents
Railing horizontal thrust pilot system Download PDFInfo
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- CN105784343B CN105784343B CN201610138026.1A CN201610138026A CN105784343B CN 105784343 B CN105784343 B CN 105784343B CN 201610138026 A CN201610138026 A CN 201610138026A CN 105784343 B CN105784343 B CN 105784343B
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- railing
- steel
- counter
- jack
- pilot system
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M13/00—Testing of machine parts
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- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of railing horizontal thrust pilot systems, comprising: two holding frame components；Holding frame component includes two steel plates sticked on the inside and outside wall face of side respectively, respectively there is a through-hole on two steel plates, running through between two through-holes has a screw-thread steel, lateral surface position on screw-thread steel positioned at two steel plates is respectively combined with a nut, is fixed with a vertical rack on the inner end of screw-thread steel；A counter-force crossbeam is provided between two vertical racks；The pilot system further includes at least one jack, and jack stand is located at the top of a support frame, and the rear end of jack acts against on counter-force crossbeam, and the output end of jack acts against on railing；The pilot system further includes at least one dial gauge, and indicator bracket is located at the top of a support frame and between railing and counter-force crossbeam.It by the above-mentioned means, versatility of the present invention is good, can quickly be tested in any floor, improve construction efficiency, reduce cost.
Description
Technical field
The present invention relates to building element performance detection technical fields, test system more particularly to a kind of railing horizontal thrust
System.
Background technique
With the construction and development in city, skyscraper accessible roof, verandah, stair, platform, balcony etc. face sky position must
Must set up defences guard rail rod, and guard rail requires must secured, safety." residence stairs railing, handrail " JG 3002.3-92 requires every
Building must carry out railing horizontal thrust test to it.
Traditional on-site test in bottom (1,2 layer) balcony using first building portal frame mode and being tested, by column
Cross bar, the tied rope on railing are set up outside bar, rope lets droop from cross bar top, hanger is arranged in rope bottom, on hanger
It arranges weight, the vertical gravity of weight is converted to by lateral pull by above structure, to be tested, this method pair
Difficult to realize in high-rise balcony railing, limitation is big, and time-consuming.
The present invention is directed to above-mentioned background, proposes a kind of railing horizontal thrust pilot system that versatility is good.
Summary of the invention
It is simple and reasonable the invention mainly solves the technical problem of providing a kind of railing horizontal thrust pilot system,
Facing sky position railing in existing skyscraper accessible roof, verandah, stair, platform, balcony etc. can carry out using this device
It detects and not subject to conditions, can quickly be tested in any floor, improve construction efficiency, reduce cost.
In order to solve the above technical problems, one technical scheme adopted by the invention is that: a kind of railing horizontal thrust examination is provided
Check system, comprising: two holding frame components be separately positioned on the flank wall of railing two sides and symmetrically arranged；
The holding frame component includes two steel plates sticked on the inside and outside wall face of side respectively, and two steel plates are close to railing
One end all have a through-hole, through there is a screw-thread steel between two through-holes, be located at two steel plates on the screw-thread steel
Lateral surface position is respectively combined with a nut, and the screw-thread steel is vertical with flank wall and horizontal direction interior of building extends, described
A vertical rack vertically downward is fixed on the inner end that screw-thread steel extends toward interior of building；
A counter-force crossbeam is provided between two vertical racks in left and right, and the counter-force crossbeam is parallel with railing and the two position
In on a horizontal plane；
The pilot system further includes the jack that at least one is used to apply horizontal thrust, and the jack stand is located at one
At the top of support frame and between railing and counter-force crossbeam, the rear end of the jack is acted against on counter-force crossbeam, described very heavy
The output end on top acts against on railing；
The pilot system further includes the dial gauge that at least one is used to detect railing deflection, and the indicator bracket is located at one
At the top of a support frame and between railing and counter-force crossbeam.
In a preferred embodiment of the present invention, the vertical rack uses angle steel, and the vertical rack lower end is fixed with
Horizontally disposed steel pipe socket；
The counter-force crossbeam is the steel pipe that an outer diameter is less than steel pipe socket internal diameter, and the steel pipe both ends are plugged on left and right respectively
Inside two steel pipe sockets, the outer diameter of the steel pipe is 0.5mm smaller than steel pipe socket internal diameter.
In a preferred embodiment of the present invention, the screw-thread steel, angle steel, removable by binding etc. respectively between steel pipe socket
The mode of unloading is fixedly connected.
In a preferred embodiment of the present invention, the screw-thread steel, angle steel, solid by welding manner respectively between steel pipe socket
Fixed connection.
In a preferred embodiment of the present invention, support frame as described above uses tripod.
In a preferred embodiment of the present invention, the jack is bolted at the top of tripod.
In a preferred embodiment of the present invention, the dial gauge is erected at the top of tripod by a Magnetic gauge stand.
In a preferred embodiment of the present invention, it is additionally provided with one between the screw-thread steel and vertical rack and reinforces tiltedly branch
Frame.
In a preferred embodiment of the present invention, the steel plate passes through roughening treatment in the one side of flank wall, slightly
Rugosity is Ra50 ~ Ra60.
In a preferred embodiment of the present invention, one of to be arranged in the middle part of counter-force crossbeam there are three the jack
Position, other two is symmetricly set on the both ends position of counter-force crossbeam；
There are three the dial gauges, is arranged respectively close to three jack.
The beneficial effects of the present invention are: railing horizontal thrust pilot system of the present invention, simple and reasonable, in existing height
Layer building accessible roof, verandah, stair, platform, balcony etc. face sky position railing can carry out detecting using this device and not by
Condition limitation, can quickly be tested in any floor, improved construction efficiency, reduced cost.
Detailed description of the invention
To describe the technical solutions in the embodiments of the present invention more clearly, make required in being described below to embodiment
Attached drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings other
Attached drawing, in which:
Fig. 1 is the structural schematic diagram of one preferred embodiment of railing horizontal thrust pilot system of the present invention；
Fig. 2 is the top view of Fig. 1；
Fig. 3 is the A direction view of Fig. 1.
The components in the drawings are labeled as follows: 1, flank wall, 2, steel plate, 3, through-hole, 4, screw-thread steel, 5, nut, and 6, vertical
Bracket, 7, counter-force crossbeam, 8, jack, 9, dial gauge, 10, steel pipe socket, 11, reinforcement tilted supporter, 12, railing.
Specific embodiment
The technical scheme in the embodiments of the invention will be clearly and completely described below, it is clear that described implementation
Example is only a part of the embodiments of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, this field is common
Technical staff's all other embodiment obtained without making creative work belongs to the model that the present invention protects
It encloses.
It please refers to Fig.1 to Fig.3, the embodiment of the present invention includes:
A kind of railing horizontal thrust pilot system, comprising: two being separately positioned on railing two sides flank wall 1 and symmetrical
The holding frame component of setting.
The holding frame component includes two steel plates sticked on the inside and outside wall face of side respectively 2, and two steel plates 2 are close to column
One end of bar 12 all has a through-hole 3, and running through between two through-holes 3 has a screw-thread steel 4, and two are located on the screw-thread steel 4
The lateral surface position of a steel plate is respectively combined with a nut 5, and two fastenings of nut 5 are so that two blocks of steel plates are clamped on flank wall.
The screw-thread steel 4 is vertical with flank wall and horizontal direction interior of building extends, and the screw-thread steel 4 is toward interior of building
A vertical rack 6 vertically downward is fixed on the inner end of extension.
A counter-force crossbeam 7 is provided between two vertical racks in left and right, and the counter-force crossbeam 7 is parallel with railing and the two
On a horizontal plane.
The pilot system further includes the jack 8 that at least one is used to apply horizontal thrust, and the jack 8 is erected at one
At the top of a support frame (not shown) and between railing and counter-force crossbeam, the rear end of the jack acts against counter-force cross
The output end of Liang Shang, the jack act against on railing.
The pilot system further includes the dial gauge 9 that at least one is used to detect railing deflection, and the indicator bracket is located at
At the top of one support frame (not shown) and between railing and counter-force crossbeam.
By above structure, can complete to apply horizontal thrust to railing, and measure the deflection of railing, to judge
Whether railing is qualified.
Above structure is specifically described in detail below, the steel plate thickness is 10mm, and the through-hole internal diameter is 22mm, described
It is the fining twisted steel of 20mm that screw-thread steel, which selects diameter, and the vertical rack uses angle steel, and the vertical rack lower end is fixed with
Horizontally disposed steel pipe socket 10；The counter-force crossbeam is the steel pipe that an outer diameter is less than steel pipe socket internal diameter, the steel pipe both ends point
It is not plugged on inside two steel pipe sockets in left and right, the outer diameter of the steel pipe is 0.5mm smaller than steel pipe socket internal diameter.
Support frame as described above uses tripod, and the jack is bolted at the top of tripod, and the dial gauge is logical
A Magnetic gauge stand is crossed to be erected at the top of tripod.
The screw-thread steel, angle steel are fixedly connected between steel pipe socket respectively by removablies such as bindings, and advantage is removable
It unloads, carries more convenient；Alternatively, being fixedly connected respectively by welding manner between the screw-thread steel, angle steel, steel pipe socket, advantage
It is stabilized structure, tests more acurrate.
Preferably, a reinforcement tilted supporter 11 is additionally provided between the screw-thread steel and vertical rack so that screw-thread steel with
Structure between vertical rack is more firm.
Preferably, the steel plate passes through roughening treatment in the one side of flank wall, and roughness is Ra50 ~ Ra60, mentions
Coefficient of friction is risen, two pieces of steel plate clampings are more stable on flank wall.
Preferably, there are three the jack, one of to be arranged in counter-force crossbeam medium position, other two is symmetrically set
It sets in the both ends position of counter-force crossbeam；There are three the dial gauges, is arranged respectively close to three jack, the jack is adopted
With hydraulic jack, in use, 3 points of loading level thrusts, and hierarchical loading simultaneously, uniform load distribution.
The beneficial effects of the present invention are: railing horizontal thrust pilot system of the present invention, simple and reasonable, in existing height
Layer building accessible roof, verandah, stair, platform, balcony etc. face sky position railing can carry out detecting using this device and not by
Condition limitation, can quickly be tested in any floor, improved construction efficiency, reduced cost.
The above description is only an embodiment of the present invention, is not intended to limit the scope of the invention, all to utilize this hair
Equivalent structure or equivalent flow shift made by bright description is applied directly or indirectly in other relevant technology necks
Domain is included within the scope of the present invention.
Claims (7)
1. a kind of railing horizontal thrust pilot system characterized by comprising two are separately positioned on the flank wall of railing two sides
And symmetrically arranged holding frame component；
The holding frame component includes two steel plates sticked on the inside and outside wall face of side respectively, and two steel plates are close to the one of railing
End all has a through-hole, and running through between two through-holes has a screw-thread steel, and the outside of two steel plates is located on the screw-thread steel
Facial position is respectively combined with a nut, and the screw-thread steel is vertical with flank wall and horizontal direction interior of building extends, the screw thread
A vertical rack vertically downward is fixed on the inner end that steel extends toward interior of building；
A counter-force crossbeam is provided between two vertical racks in left and right, the counter-force crossbeam is parallel with railing and the two is located at one
On a horizontal plane；
The pilot system further includes the jack that at least one is used to apply horizontal thrust, and the jack stand is located at a support
Top of the trellis and between railing and counter-force crossbeam, the rear end of the jack acts against on counter-force crossbeam, the jack
Output end acts against on railing；
The pilot system further includes the dial gauge that at least one is used to detect railing deflection, and the indicator bracket is located at a branch
At the top of support and between railing and counter-force crossbeam；
A reinforcement tilted supporter is additionally provided between the screw-thread steel and vertical rack；
Support frame as described above uses tripod, and the steel plate passes through roughening treatment in the one side of flank wall, and roughness is
Ra50~Ra60。
2. railing horizontal thrust pilot system according to claim 1, which is characterized in that the vertical rack uses angle
Steel, the vertical rack lower end are fixed with horizontally disposed steel pipe socket；
The counter-force crossbeam is the steel pipe that an outer diameter is less than steel pipe socket internal diameter, and the steel pipe both ends are plugged on left and right two respectively
Inside steel pipe socket, the outer diameter of the steel pipe is 0.5mm smaller than steel pipe socket internal diameter.
3. railing horizontal thrust pilot system according to claim 2, which is characterized in that the screw-thread steel, angle steel, steel pipe
It is fixedly connected respectively by binding removably between set.
4. railing horizontal thrust pilot system according to claim 2, which is characterized in that the screw-thread steel, angle steel, steel pipe
It is fixedly connected respectively by welding manner between set.
5. railing horizontal thrust pilot system according to claim 1, which is characterized in that the jack is solid by bolt
It is scheduled at the top of tripod.
6. railing horizontal thrust pilot system according to claim 1, which is characterized in that the dial gauge passes through a magnetic
Property gauge stand be erected at the top of tripod.
7. railing horizontal thrust pilot system according to claim 1, which is characterized in that there are three the jack,
In one be arranged in counter-force crossbeam medium position, other two is symmetricly set on the both ends position of counter-force crossbeam；
There are three the dial gauges, is arranged respectively close to three jack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138026.1A CN105784343B (en) | 2016-03-11 | 2016-03-11 | Railing horizontal thrust pilot system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138026.1A CN105784343B (en) | 2016-03-11 | 2016-03-11 | Railing horizontal thrust pilot system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105784343A CN105784343A (en) | 2016-07-20 |
| CN105784343B true CN105784343B (en) | 2018-12-07 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610138026.1A Active CN105784343B (en) | 2016-03-11 | 2016-03-11 | Railing horizontal thrust pilot system |
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| Country | Link |
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| CN (1) | CN105784343B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108072509B (en) * | 2016-11-17 | 2019-10-22 | 上海汽车集团股份有限公司 | The load measuring system of rotational parts in articulated structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1032339A1 (en) * | 1982-01-11 | 1983-07-30 | Филиал Ордена Трудового Красного Знамени Центрального Конструкторского Бюро Тяжелого Машиностроения | Device for testing banister rails for mechanical strength |
| CN102175443A (en) * | 2011-02-21 | 2011-09-07 | 北京市市政工程研究院 | Device and method for non-destructively testing capacity of overbridge railings |
| CN103134700A (en) * | 2013-01-29 | 2013-06-05 | 泰州市房城建筑质量评估事务有限公司 | On-site test method and device for construction enclosure construction member horizontal thrust performance |
| CN203213565U (en) * | 2012-12-07 | 2013-09-25 | 通州建总集团有限公司 | Scaffold wall-attaching device |
| CN204556281U (en) * | 2015-02-24 | 2015-08-12 | 长春新特试验机有限公司 | Bridge guardrail thrust measurement instrument |
| CN205785770U (en) * | 2016-03-11 | 2016-12-07 | 常州市建筑科学研究院股份有限公司 | Railing horizontal thrust pilot system |
-
2016
- 2016-03-11 CN CN201610138026.1A patent/CN105784343B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1032339A1 (en) * | 1982-01-11 | 1983-07-30 | Филиал Ордена Трудового Красного Знамени Центрального Конструкторского Бюро Тяжелого Машиностроения | Device for testing banister rails for mechanical strength |
| CN102175443A (en) * | 2011-02-21 | 2011-09-07 | 北京市市政工程研究院 | Device and method for non-destructively testing capacity of overbridge railings |
| CN203213565U (en) * | 2012-12-07 | 2013-09-25 | 通州建总集团有限公司 | Scaffold wall-attaching device |
| CN103134700A (en) * | 2013-01-29 | 2013-06-05 | 泰州市房城建筑质量评估事务有限公司 | On-site test method and device for construction enclosure construction member horizontal thrust performance |
| CN204556281U (en) * | 2015-02-24 | 2015-08-12 | 长春新特试验机有限公司 | Bridge guardrail thrust measurement instrument |
| CN205785770U (en) * | 2016-03-11 | 2016-12-07 | 常州市建筑科学研究院股份有限公司 | Railing horizontal thrust pilot system |
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| CN105784343A (en) | 2016-07-20 |
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| C06 | Publication | ||
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| CB02 | Change of applicant information |
Address after: 213015 No. 10 Mushu Road, Zhonglou District, Changzhou City, Jiangsu Province Applicant after: Changzhou Institute of building science group Limited by Share Ltd Address before: 213015 No. 10 Mushu Road, Zhonglou District, Changzhou City, Jiangsu Province Applicant before: Changzhou Architectural Research Institute Co., Ltd. |
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| CB02 | Change of applicant information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Horizontal thrust test system for railings Effective date of registration: 20200915 Granted publication date: 20181207 Pledgee: JIANGSU DINGDA HIGH-TECH CONSTRUCTION Co.,Ltd. Pledgor: CHANGZHOU ARCHITECTUAL RESEARCH INSTITUTE GROUP Co.,Ltd. Registration number: Y2020980006091 |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20210121 Granted publication date: 20181207 Pledgee: JIANGSU DINGDA HIGH-TECH CONSTRUCTION Co.,Ltd. Pledgor: CHANGZHOU ARCHITECTUAL RESEARCH INSTITUTE GROUP Co.,Ltd. Registration number: Y2020980006091 |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right |