CN105888295A - Construction riding track shim plate and construction method thereof - Google Patents
Construction riding track shim plate and construction method thereof Download PDFInfo
- Publication number
- CN105888295A CN105888295A CN201610227866.5A CN201610227866A CN105888295A CN 105888295 A CN105888295 A CN 105888295A CN 201610227866 A CN201610227866 A CN 201610227866A CN 105888295 A CN105888295 A CN 105888295A
- Authority
- CN
- China
- Prior art keywords
- threaded rod
- construction
- packway
- parallels
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 58
- 230000003044 adaptive effect Effects 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 239000000203 mixture Substances 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 2
- 230000001105 regulatory effect Effects 0.000 abstract description 2
- 238000005520 cutting process Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 208000031481 Pathologic Constriction Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 210000001215 vagina Anatomy 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
Abstract
The invention relates to a construction riding track shim plate and a construction method thereof. The construction riding track shim plate comprises a threaded rod a height regulation part and an embedded rod, wherein the height regulation part is movably arranged on the threaded rod; one end of the embedded rod is used for being embedded in a foundation; the other end of the embedded rod is connected to the bottom end of the threaded rod by a threaded sleeve. The construction riding track shim plate disclosed by the invention can be simply disassembled; the part of the embedded rod, which is exposed out of the foundation, can be subjected coverage processing in later construction without being cut. The embedded rod is left inside a concrete bottom plate so as to avoid frequent disassembling and assembling of a construction riding track in the concreting process of the bottom plate. The height regulation part is arranged on the threaded rod, so that the bottom level of the height regulation part can be freely regulated and erecting and disassembling times are reduced.
Description
Technical field
The present invention relates to the realm of building construction, espespecially a kind of construction packway parallels and construction method thereof.
Background technology
During the realm of building construction is based on main structure construction, need erection construction packway, due to
Packway vertical rod need to be positioned over the tops, position such as base soil, blinding layer, structure construction template, under the influence of meeting
The construction of procedure, such as construction of waterproof layer, concreting etc., needs repeatedly to set up and Demolition Construction
Packway, efficiency of construction is low, and engineering cost is big.
Summary of the invention
It is an object of the invention to overcome the defect of prior art, it is provided that a kind of construction packway parallels, solve
Certainly the problems of the prior art.
The technical scheme realizing above-mentioned purpose is: provide construction packway parallels, including:
Threaded rod；
It is movably arranged at the height adjusting part of described threaded rod；And
Pre-buried bar, one end of described pre-buried bar is for being embedded in basis in advance, and the other end of described pre-buried bar passes through
Screw shell is connected to the bottom of described threaded rod.
The present invention constructs further improvement is that of packway parallels, described height adjusting part includes:
It is screwed together in the adjustable member of described threaded rod；And
It is sheathed on described threaded rod and the hollow loop bar being placed in described adjustable member.
The present invention constructs further improvement is that of packway parallels, described adjustable member is adjustable apical ring, institute
The two ends stating adjustable apical ring are extended with handle.
The present invention constructs further improvement is that of packway parallels, described threaded rod is screw mandrel, described can
Adjusting part is the nut adaptive with described screw mandrel.
The present invention constructs further improvement is that of packway parallels, described screw shell is straight thread set
Cylinder, described pre-buried bar is the reinforcing bar adaptive with described straight screw sleeve.
The present invention also provides for the construction method of construction packway parallels, including:
One threaded rod and a height adjusting part are provided, described height adjusting part is movably arranged at described screw thread
Bar；And
One pre-buried bar is provided, one end of described pre-buried bar is embedded in basis in advance, another by described pre-buried bar
One end is connected to the bottom of described threaded rod by screw shell.
The present invention construct packway parallels further improvement is that of construction method, it is provided that described height
Regulating part includes:
One adjustable member is provided, described adjustable member is screwed together in described threaded rod；And
One hollow loop bar is provided, described hollow loop bar is sheathed on described threaded rod and be placed in described can
Adjust on part.
The present invention construct packway parallels further improvement is that of construction method, described adjustable member is
Adjustable apical ring, the two ends of described adjustable apical ring are extended with handle.
The present invention construct packway parallels further improvement is that of construction method, described threaded rod is
Screw mandrel, described adjustable member is the nut adaptive with described screw mandrel.
The present invention construct packway parallels further improvement is that of construction method, described screw shell
For straight screw sleeve, described pre-buried bar is the reinforcing bar adaptive with described straight screw sleeve.
The present invention constructs the beneficial effect of packway parallels:
The present invention constructs packway parallels by setting screw shell in the bottom of threaded rod and pre-buried bar makes
Construction packway parallels can be removed simply, and pre-buried bar exposes the part on basis and can enter when construction in later period
Row covering treatment, it is not necessary to carry out cutting process, stays concrete bottom intralaminar part by pre-buried bar, it is to avoid
Construction packway is frequently dismounted during bottom slab concreting.Threaded rod sets height adjusting part, thus can be certainly
By the elevation of bottom of regulation height adjusting part, reduce to take and tear number of times, one-shot forming open, reduce cost,
Improve Construction Quality simultaneously.
Accompanying drawing explanation
Fig. 1 is that the present invention constructs the structural representation of packway parallels.
Fig. 2 is the structural representation after taking off hollow loop bar in Fig. 1.
Fig. 3 is the profile of Fig. 1 interior joint A.
Detailed description of the invention
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
The present invention provides a kind of construction packway parallels, and the present invention will be described below in conjunction with the accompanying drawings.
Refering to Fig. 1, it is shown that the present invention constructs the structural representation of packway parallels.Refering to Fig. 2, aobvious
Show the structural representation after taking off hollow loop bar in Fig. 1.Shown in Fig. 1 and Fig. 2, the present invention
Construction packway parallels includes: threaded rod 1, height adjusting part 2, screw shell 3 and pre-buried bar 4,
Wherein height adjusting part 2 is movably arranged at threaded rod 1, and one end of pre-buried bar 4 is for being embedded in basis in advance, in advance
The other end burying bar 4 is connected to the bottom of threaded rod 1 by screw shell 3.Thus whole is sent out
Bright construction packway parallels is fixed on basis.Present invention packway parallels of constructing is set by the bottom at threaded rod
Screw shell and pre-buried bar make construction packway parallels to remove simply, and pre-buried bar exposes basis
Part can carry out covering treatment when construction in later period, it is not necessary to carries out cutting process.Pre-buried bar is stayed mixed
Solidifying soil base plate interior, it is to avoid frequently dismount construction packway during bottom slab concreting.Threaded rod sets
Height adjusting part, thus the elevation of bottom of freely adjustable height adjusting part, reduce take tear open number of times, one
Secondary molding, reduces cost, improves Construction Quality simultaneously.
Shown in Fig. 1 and Fig. 2, threaded rod 1 is provided with screw thread.Height adjusting part 2 includes adjustable
Part 20 and hollow loop bar 21, wherein adjustable member 20 is screwed together on threaded rod 1, hollow loop bar 21
It is sheathed on threaded rod 1 and is placed in adjustable member 20.In the present embodiment, take one a diameter of
The standard oil torr of 500mm 38mm, a length of, and excise oil jacking portion steel plate and make material, remaining
Screwed bar and the adjustable apical ring being screwed together on bar, as threaded rod 1 and adjustable member 20.
Adjustable apical ring is provided with the female thread of the threaded adapter hung oneself with threaded rod 1, and the two ends of adjustable apical ring extend
Having handle, adjustable apical ring can move up and down along threaded rod 1, thus is sheathed on threaded rod 1
Hollow loop bar 21 can followed by adjustable apical ring and move up and down, and changes the elevation of bottom of hollow loop bar 21.
In another kind of embodiment, using screw mandrel as threaded rod 1, adjustable member 20 is adaptive with screw mandrel
Nut.Nut can move up and down along screw mandrel, thus the hollow loop bar 21 being sheathed on screw mandrel
Nut can be followed by move up and down, change the elevation of bottom of hollow loop bar 21.
Refering to Fig. 3, it is shown that the profile of Fig. 1 interior joint A.Shown in Fig. 1 and Fig. 3, in advance
The one end burying bar 4 supplies to be embedded in basis in advance, and the other end of pre-buried bar 4 is connected to spiral shell by screw shell 3
The bottom of rasp bar 1.In the present embodiment, screw shell 3 is the straight screw sleeve of a diameter of 25mm,
Pre-buried bar 4 is the reinforcing bar adaptive with straight screw sleeve.A diameter of 25mm of reinforcing bar, a length of 100
To 150mm.One end of straight screw sleeve is connected with the bottom butt welding of threaded rod 1.Specifically, straight spiral shell
Stricture of vagina sleeve and threaded rod 1 use 5 ° of groove weldings to weld.By reinforcing bar from the bottom of straight screw sleeve
It is screwed into the inside of straight screw sleeve.
The present invention also provides for the construction method of construction packway parallels, including:
One threaded rod and a height adjusting part are provided, height adjusting part is movably arranged at threaded rod；Wherein
Height adjusting part includes: adjustable member and hollow loop bar, and adjustable member is screwed together in threaded rod；By hollow sleeve
Bar is sheathed on threaded rod and is placed in adjustable member.In one embodiment, adjustable member is adjustable apical ring,
The two ends of adjustable apical ring are extended with handle.In another kind of embodiment, threaded rod is screw mandrel, adjustable member
For the nut adaptive with screw mandrel.
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 passed through
Screw shell is connected to the bottom of threaded rod.In the present embodiment, screw shell is straight screw sleeve,
Pre-buried bar is the reinforcing bar adaptive with straight screw sleeve.
Specifically, the construction method of packway parallels of constructing the present invention below explains:
Based on erection construction packway during main structure construction, first adjustable apical ring is screwed together in screw thread
Bar.
5 ° of groove weldings are used to be welded in the bottom of threaded rod screw shell.
To be welded connect after pre-buried bar is screwed into screw shell from the bottom of screw shell.
Being embedded in concrete foundation by pre-buried bar, the top mark height controlling pre-buried bar during construction exceeds coagulation
Soil finished surface 50 to 60mm.
Hollow loop bar is set on threaded rod, regulates the height that adjustable apical ring extremely needs, so that
The elevation of bottom of hollow loop bar meets construction requirement.
To be onstructed complete after need remove packway time, first take off hollow loop bar.
Screw shell is backed out pre-buried bar, thus removes the present invention and construct packway parallels.
Pre-buried bar exposes finished surface part, can carry out covering treatment when ground decoration is constructed, it is not necessary to enter
Row cutting process, saves the energy, protection environment.
The present invention constructs the having the beneficial effect that of packway parallels
The present invention constructs packway parallels by setting screw shell in the bottom of threaded rod and pre-buried bar makes to execute
Work packway parallels can be removed simply, and pre-buried bar exposes the part on basis can be carried out when construction in later period
Covering treatment, it is not necessary to carry out cutting process.Pre-buried bar is stayed concrete bottom intralaminar part, it is to avoid the end of at
Plate casting process frequently dismounts construction packway.Threaded rod sets height adjusting part, thus can be free
The elevation of bottom of regulation height adjusting part, reduces to take and tears number of times, one-shot forming open, reduce cost, with
Time improve Construction Quality.
Above in association with accompanying drawing embodiment, the present invention is described in detail, ordinary skill people in this area
The present invention can be made many variations example by member according to the above description.Thus, some details in embodiment
Should not constitute limitation of the invention, the present invention by the scope that defines using appended claims as this
The protection domain of invention.
Claims (10)
1. a construction packway parallels, it is characterised in that including:
Threaded rod；
It is movably arranged at the height adjusting part of described threaded rod；And
Pre-buried bar, one end of described pre-buried bar is for being embedded in basis in advance, and the other end of described pre-buried bar passes through
Screw shell is connected to the bottom of described threaded rod.
2. construction packway parallels as claimed in claim 1, it is characterised in that described altitude mixture control
Part includes:
It is screwed together in the adjustable member of described threaded rod；And
It is sheathed on described threaded rod and the hollow loop bar being placed in described adjustable member.
3. construction packway parallels as claimed in claim 2, it is characterised in that described adjustable member is
Adjustable apical ring, the two ends of described adjustable apical ring are extended with handle.
4. construction packway parallels as claimed in claim 2, it is characterised in that described threaded rod is
Screw mandrel, described adjustable member is the nut adaptive with described screw mandrel.
5. construction packway parallels as claimed in claim 1, it is characterised in that described screw shell
For straight screw sleeve, described pre-buried bar is the reinforcing bar adaptive with described straight screw sleeve.
6. the construction method of a packway parallels of constructing, it is characterised in that including:
One threaded rod and a height adjusting part are provided, described height adjusting part is movably arranged at described screw thread
Bar；And
One pre-buried bar is provided, one end of described pre-buried bar is embedded in basis in advance, another by described pre-buried bar
One end is connected to the bottom of described threaded rod by screw shell.
7. the construction method of packway parallels of constructing as claimed in claim 6, it is characterised in that carry
Include for described height adjusting part:
One adjustable member is provided, described adjustable member is screwed together in described threaded rod；And
One hollow loop bar is provided, described hollow loop bar is sheathed on described threaded rod and be placed in described can
Adjust on part.
8. the construction method of packway parallels of constructing as claimed in claim 7, it is characterised in that institute
Stating adjustable member is adjustable apical ring, and the two ends of described adjustable apical ring are extended with handle.
9. the construction method of packway parallels of constructing as claimed in claim 7, it is characterised in that institute
Stating threaded rod is screw mandrel, and described adjustable member is the nut adaptive with described screw mandrel.
10. the construction method of packway parallels of constructing as claimed in claim 6, it is characterised in that described
Screw shell is straight screw sleeve, and described pre-buried bar is the reinforcing bar adaptive with described 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 true CN105888295A (en) | 2016-08-24 |
| CN105888295B 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 |
|---|---|
| CN105888295B (en) | 2019-05-10 |
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| Date | Code | Title | Description |
|---|---|---|---|
| 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 | ||
| 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. |
|
| 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: 20190510 |