CN105888295B - Construction riding track parallels and its construction method - Google Patents
Construction riding track parallels and its construction method Download PDFInfo
- Publication number
- CN105888295B CN105888295B CN201610227866.5A CN201610227866A CN105888295B CN 105888295 B CN105888295 B CN 105888295B CN 201610227866 A CN201610227866 A CN 201610227866A CN 105888295 B CN105888295 B CN 105888295B
- Authority
- CN
- China
- Prior art keywords
- threaded rod
- construction
- riding track
- bar
- buried bar
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 65
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000005520 cutting process Methods 0.000 abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention relates to a kind of construction riding track parallels and its construction methods, wherein construction riding track parallels includes: threaded rod；It is movably arranged at the height adjusting part of threaded rod；And pre-buried bar, for being embedded in basis in advance, the other end of pre-buried bar is connected to the bottom end of threaded rod by screw shell for one end of pre-buried bar.Present invention construction riding track parallels can be removed simply, and the part that pre-buried bar exposes basis can carry out covering treatment in construction in later period, without carrying out cutting process.Pre-buried bar is stayed in into concrete bottom intralamellar part, avoids frequently dismounting construction riding track during bottom slab concreting.Height adjusting part is set on threaded rod, thus the elevation of bottom of freely adjustable height adjusting part, reduction, which is taken, tears number open.
Description
Technical field
The present invention relates to the realm of building construction, espespecially a kind of construction riding track parallels and its construction method.
Background technique
During the realm of building construction is based on main structure construction, erection construction riding track is needed, since riding track upright bar needs
Be placed in the positions tops such as base soil, blinding layer, structure construction template, will affect the construction of next procedure, as construction of waterproof layer,
Concreting etc., needs to set up repeatedly and Demolition Construction riding track, and construction efficiency is low, and engineering cost is big.
Summary of the invention
It is an object of the invention to overcome the deficiencies of existing technologies, a kind of construction riding track parallels is provided, solves the prior art
The problems in.
Realizing the technical solution of above-mentioned purpose is: providing construction riding track parallels, comprising:
Threaded rod；
It is movably arranged at the height adjusting part of the threaded rod；And
Pre-buried bar, one end of the pre-buried bar are connected for being embedded in basis, the other end of the pre-buried bar in advance by screw shell
It is connected to the bottom end of the threaded rod.
The present invention construct riding track parallels further improvement lies in that, the height adjusting part includes:
It is screwed together in the adjustable member of the threaded rod；And
It is sheathed on the threaded rod and is placed in the hollow loop bar in the adjustable member.
The present invention construct riding track parallels further improvement lies in that, the adjustable member be adjustable apical ring, the adjustable apical ring
Both ends be extended with handle.
The present invention construct riding track parallels further improvement lies in that, the threaded rod be screw rod, the adjustable member for institute
State the nut of screw rod adaptation.
The present invention construct riding track parallels further improvement lies in that, the screw shell be straight screw sleeve, it is described pre-buried
Bar is the reinforcing bar being adapted to the straight screw sleeve.
The present invention also provides the construction methods of construction riding track parallels, comprising:
One threaded rod and a height adjusting part are provided, the height adjusting part is movably arranged at the threaded rod；And
One pre-buried bar is provided, one end of the pre-buried bar is embedded in basis in advance, the other end of the pre-buried bar is passed through into spiral shell
Line sleeve connection is in the bottom end of the threaded rod.
The present invention construct riding track parallels construction method further improvement lies in that, the height adjusting part packet is provided
It includes:
One adjustable member is provided, the adjustable member is screwed together in the threaded rod；And
One hollow loop bar is provided, the hollow sleeve rod set is set to the threaded rod and is placed in the adjustable member.
The present invention construct riding track parallels construction method further improvement lies in that, the adjustable member be adjustable apical ring,
The both ends of the adjustable apical ring are extended with handle.
The present invention construct riding track parallels construction method further improvement lies in that, the threaded rod be screw rod, it is described
Adjustable member is the nut being adapted to the screw rod.
The present invention construct riding track parallels construction method further improvement lies in that, the screw shell be straight thread set
Cylinder, the pre-buried bar is the reinforcing bar being adapted to the straight screw sleeve.
The present invention construct riding track parallels the utility model has the advantages that
Present invention construction riding track parallels sets screw shell by the bottom end in threaded rod and pre-buried bar makes riding track pad of constructing
Iron can be removed simply, and the part that pre-buried bar exposes basis can carry out covering treatment in construction in later period, without being cut
Processing, stays in concrete bottom intralamellar part for pre-buried bar, avoids frequently dismounting construction riding track during bottom slab concreting.In threaded rod
On set height adjusting part, thus the elevation of bottom of freely adjustable height adjusting part, reduction, which is taken, tears number, one-pass molding open, reduces
Cost, while improving Construction Quality.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of present invention construction riding track parallels.
Fig. 2 is to remove the structural schematic diagram after hollow loop bar in Fig. 1.
Fig. 3 is the sectional view of Fig. 1 interior joint A.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings and specific examples.
The present invention provides a kind of construction riding track parallels, and the present invention will be described with reference to the accompanying drawing.
Refering to fig. 1, it is shown that the structural schematic diagram of present invention construction riding track parallels.It is removed referring to Fig.2, showing in Fig. 1
Structural schematic diagram after hollow loop bar.Referring to figs. 1 and 2, present invention construction riding track parallels includes: threaded rod 1, height tune
Part 2, screw shell 3 and pre-buried bar 4 are saved, wherein height adjusting part 2 is movably arranged at threaded rod 1, and one end of pre-buried bar 4 is for pre-buried
In basis, the other end of pre-buried bar 4 is connected to the bottom end of threaded rod 1 by screw shell 3.Thus will entire present invention construction horse
Road parallels is fixed on basis.Present invention construction riding track parallels sets screw shell by the bottom end in threaded rod and pre-buried bar to apply
Work riding track parallels can be removed simply, and the part that pre-buried bar exposes basis can carry out covering treatment in construction in later period, be not necessarily to
Carry out cutting process.Pre-buried bar is stayed in into concrete bottom intralamellar part, avoids frequently dismounting construction riding track during bottom slab concreting.
Height adjusting part is set on threaded rod, thus the elevation of bottom of freely adjustable height adjusting part, reduction take tear open number, once at
Type reduces costs, while improving Construction Quality.
Referring to figs. 1 and 2, threaded rod 1 is equipped with screw thread.Height adjusting part 2 includes adjustable member 20 and hollow sleeve
Bar 21, wherein adjustable member 20 is screwed together on threaded rod 1, and hollow loop bar 21 is sheathed on threaded rod 1 and is placed in adjustable member 20.
In the present embodiment, standard oil support that a diameter is 38mm, that length is 500mm is taken, and cuts off steel plate at the top of oil support and makees material
Material, the adjustable apical ring for being left screwed bar and being screwed together on bar, as threaded rod 1 and adjustable member 20.Adjustable apical ring
Internal screw thread equipped with the threaded adapter hung oneself with threaded rod 1, the both ends of adjustable apical ring are extended with handle, and adjustable apical ring can be along
Threaded rod 1 moves up and down, and moves up and down, changes so that the hollow loop bar 21 being sheathed on threaded rod 1 can be followed by adjustable apical ring
The elevation of bottom of emptying heart loop bar 21.
In another embodiment, using screw rod as threaded rod 1, adjustable member 20 is the nut being adapted to screw rod.Nut
It can move up and down along screw rod, be moved up and down so that the hollow loop bar 21 being sheathed on screw rod can be followed by nut, be changed
The elevation of bottom of hollow loop bar 21.
Refering to Fig. 3, it is shown that the sectional view of Fig. 1 interior joint A.In conjunction with shown in Fig. 1 and Fig. 3, one end of pre-buried bar 4 is for pre-buried
In basis, the other end of pre-buried bar 4 is connected to the bottom end of threaded rod 1 by screw shell 3.In the present embodiment, screw shell 3
The straight screw sleeve for being 25mm for diameter, pre-buried bar 4 are the reinforcing bar being adapted to straight screw sleeve.The diameter of reinforcing bar is 25mm, long
Degree is 100 to 150mm.One end of straight screw sleeve is connect with the bottom end butt welding of threaded rod 1.Specifically, straight screw sleeve and spiral shell
Rasp bar 1 is welded using 5 ° of groove weldings.Reinforcing bar is screwed into the inside of straight screw sleeve from the bottom end of straight screw sleeve.
The present invention also provides the construction methods of construction riding track parallels, comprising:
One threaded rod and a height adjusting part are provided, height adjusting part is movably arranged at threaded rod；Wherein height adjusting part
Include: adjustable member and hollow loop bar, adjustable member is screwed together in threaded rod；Hollow sleeve rod set is set to threaded rod and is placed in adjustable
On part.In one embodiment, adjustable member is adjustable apical ring, and the both ends of adjustable apical ring are extended with handle.In another embodiment
In, threaded rod is screw rod, and adjustable member is the nut being adapted to screw rod.
One pre-buried bar is provided, one end of pre-buried bar is embedded in basis in advance, the other end of pre-buried bar is connected by screw shell
It is connected to the bottom end of threaded rod.In the present embodiment, screw shell is straight screw sleeve, and pre-buried bar is to be adapted to straight screw sleeve
Reinforcing bar.
Specifically, the construction method of present invention construction riding track parallels is explained below:
Based on erection construction riding track during main structure construction, adjustable apical ring is first screwed together in threaded rod.
Screw shell is welded in the bottom end of threaded rod using 5 ° of groove weldings.
It is to be welded connect after pre-buried bar is screwed into screw shell from the bottom end of screw shell.
Pre-buried bar is embedded into concrete foundation, the top mark height that when construction controls pre-buried bar is higher by concrete finished surface 50
To 60mm.
Hollow sleeve rod set is located on threaded rod, the height of adjustable apical ring to needs is adjusted, so that hollow loop bar
Elevation of bottom meets construction requirement.
When needing to remove riding track after the completion of to be onstructed, hollow loop bar is first removed.
Screw shell is backed out into pre-buried bar, to remove present invention construction riding track parallels.
Pre-buried bar exposes finished surface part, can carry out covering treatment when ground decoration is constructed, without carrying out cutting process,
Energy saving, protection environment.
Present invention construction riding track parallels has the beneficial effect that
Present invention construction riding track parallels sets screw shell by the bottom end in threaded rod and pre-buried bar makes riding track pad of constructing
Iron can be removed simply, and the part that pre-buried bar exposes basis can carry out covering treatment in construction in later period, without being cut
Processing.Pre-buried bar is stayed in into concrete bottom intralamellar part, avoids frequently dismounting construction riding track during bottom slab concreting.In threaded rod
On set height adjusting part, thus the elevation of bottom of freely adjustable height adjusting part, reduction, which is taken, tears number, one-pass molding open, reduces
Cost, while improving Construction Quality.
The present invention has been described in detail with reference to the accompanying drawings, those skilled in the art can be according to upper
It states and bright many variations example is made to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention, this
Invention will be using the range that the appended claims define as protection scope of the present invention.
Claims (8)
1. a kind of construction riding track parallels characterized by comprising
Threaded rod；
It is movably arranged at the height adjusting part of the threaded rod；And
Pre-buried bar, one end of the pre-buried bar protrude out the basis and lead to for being embedded in basis, the other end of the pre-buried bar in advance
Cross the bottom end that screw shell is connected to the threaded rod；
The height adjusting part includes:
It is screwed together in the adjustable member of the threaded rod；And
It is sheathed on the threaded rod and is placed in the hollow loop bar in the adjustable member, the hollow loop bar can be followed by described
Adjustable member moves up and down, to change the elevation of bottom of the hollow loop bar.
2. construction riding track parallels as described in claim 1, which is characterized in that the adjustable member is adjustable apical ring, described adjustable
The both ends of apical ring are extended with handle.
3. construction riding track parallels as described in claim 1, which is characterized in that the threaded rod is screw rod, and the adjustable member is
The nut being adapted to the screw rod.
4. construction riding track parallels as described in claim 1, which is characterized in that the screw shell is straight screw sleeve, described
Pre-buried bar is the reinforcing bar being adapted to the straight screw sleeve.
5. a kind of construction method for riding track parallels of constructing characterized by comprising
One threaded rod and a height adjusting part are provided, the height adjusting part is movably arranged at the threaded rod；And
One pre-buried bar is provided, one end of the pre-buried bar is embedded in basis in advance, the other end of the pre-buried bar protrudes out the base
Plinth and the bottom end that the other end of the pre-buried bar is connected to the threaded rod by screw shell；
There is provided the height adjusting part includes:
One adjustable member is provided, the adjustable member is screwed together in the threaded rod；And
One hollow loop bar is provided, the hollow sleeve rod set is set to the threaded rod and is placed in the adjustable member, it is described hollow
Loop bar can be followed by the adjustable member and move up and down, to change the elevation of bottom of the hollow loop bar.
6. the construction method of construction riding track parallels as claimed in claim 5, which is characterized in that the adjustable member is adjustable top
The both ends of ring, the adjustable apical ring are extended with handle.
7. the construction method of construction riding track parallels as claimed in claim 5, which is characterized in that the threaded rod is screw rod, institute
Stating adjustable member is the nut being adapted to the screw rod.
8. the construction method of construction riding track parallels as claimed in claim 5, which is characterized in that the screw shell is straight thread
Sleeve, the pre-buried bar are the reinforcing bar being adapted to the straight screw sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610227866.5A CN105888295B (en) | 2016-04-13 | 2016-04-13 | Construction riding track parallels and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610227866.5A CN105888295B (en) | 2016-04-13 | 2016-04-13 | Construction riding track parallels and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105888295A CN105888295A (en) | 2016-08-24 |
| CN105888295B true CN105888295B (en) | 2019-05-10 |
Family
ID=57013535
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610227866.5A Expired - Fee Related CN105888295B (en) | 2016-04-13 | 2016-04-13 | Construction riding track parallels and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105888295B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3314630A1 (en) * | 1981-11-11 | 1984-10-25 | Wolfgang 7958 Laupheim Baumann | Support for the building industry for the vertical support of a ceiling formwork |
| EP0665348A1 (en) * | 1994-01-08 | 1995-08-02 | Gerhard Dingler | Telescopic strut for building construction |
| CN202273433U (en) * | 2011-08-29 | 2012-06-13 | 殷华欢 | Holder |
| CN202520011U (en) * | 2012-03-16 | 2012-11-07 | 中国三冶集团有限公司第一建筑工程公司 | Floor shore device |
| CN204001819U (en) * | 2014-07-10 | 2014-12-10 | 绍兴上虞宏晟技术转让服务有限公司 | A kind of grafting rotary adjustment type building iron structure support bar |
| CN204139578U (en) * | 2014-10-21 | 2015-02-04 | 广西盛虎金属制品有限公司 | The pre-buried assembling wall attaching parts of scaffold |
-
2016
- 2016-04-13 CN CN201610227866.5A patent/CN105888295B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3314630A1 (en) * | 1981-11-11 | 1984-10-25 | Wolfgang 7958 Laupheim Baumann | Support for the building industry for the vertical support of a ceiling formwork |
| EP0665348A1 (en) * | 1994-01-08 | 1995-08-02 | Gerhard Dingler | Telescopic strut for building construction |
| CN202273433U (en) * | 2011-08-29 | 2012-06-13 | 殷华欢 | Holder |
| CN202520011U (en) * | 2012-03-16 | 2012-11-07 | 中国三冶集团有限公司第一建筑工程公司 | Floor shore device |
| CN204001819U (en) * | 2014-07-10 | 2014-12-10 | 绍兴上虞宏晟技术转让服务有限公司 | A kind of grafting rotary adjustment type building iron structure support bar |
| CN204139578U (en) * | 2014-10-21 | 2015-02-04 | 广西盛虎金属制品有限公司 | The pre-buried assembling wall attaching parts of scaffold |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105888295A (en) | 2016-08-24 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200520 Address after: 300457 no.2599 Binhe Road, Tanggu, Binhai New District, Tianjin Patentee after: Tianjin Construction Engineering Co.,Ltd. of China Construction Eighth Engineering Bureau Address before: 200122, No. 1568, Century Avenue, Shanghai, 27, Pudong New Area Patentee before: CHINA CONSTRUCTION EIGHTH ENGINEERING DIVISION Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190510 |
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| CF01 | Termination of patent right due to non-payment of annual fee |