CN110130400A - A kind of removable truss and mating aluminum dipping form system and its construction method - Google Patents
A kind of removable truss and mating aluminum dipping form system and its construction method Download PDFInfo
- Publication number
- CN110130400A CN110130400A CN201910484270.7A CN201910484270A CN110130400A CN 110130400 A CN110130400 A CN 110130400A CN 201910484270 A CN201910484270 A CN 201910484270A CN 110130400 A CN110130400 A CN 110130400A
- Authority
- CN
- China
- Prior art keywords
- removable
- aluminum alloy
- truss
- mould plate
- alloy mould
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
Abstract
The present invention relates to a kind of removable truss and mating aluminum dipping form system, including template system, removable trussing, connection system and fastening system, the template system includes several aluminum alloy mould plate ontologies, removable trussing is connect by connection system with aluminum alloy mould plate ontology, and fastening system includes the oblique pull ground anchor bolt welded with baseplate reinforcing bar.Aluminum alloy mould plate universal models, standard rate is high, and template can be general in use；Site operation rubbish is few, reduces the sundries such as the iron nail of wooden model needs, so that construction site more neat and tidy；For punching block, reduce to mechanical dependence, while having saved the expense of punching block derusting.
Description
Technical field
The present invention relates to building template field, especially a kind of removable truss and mating aluminum dipping form system and its construction party
Method.
Background technique
Currently, such as metro project station, basement are built mainly using cut and cover method.It is excavated by digging machine to specified depth
Degree, then bottom plate is poured, side wall, top plate is successively constructed, and the completion of station entirety is reached.Wherein side wall construction is because of support system
The template installation of support, side wall cannot generally be fixed using split bolt, this is just virtually increasing applying for side wall template
Work difficulty, and protect it is improper, it is also possible to have the mould that rises, run mould the case where, and then cause main structure construction quality problems, such as
Side wall leakage, phenomena such as invading limit main body headroom, so the prior art mainly use wooden model fill it up with a frame or punching block fill it up with a frame or
Punching block adds side wall trolley to construct.
There are timber to expend excessively for wooden model construction, not environmentally, high labor cost, and and the periodic process constructed is long, side wall is applied
Working medium amount can not safety assurance；There is the disadvantages of disposable investment is high, and maintenance cost is high, and weight great Yi gets rusty in punching block construction.
Chinese patent notification number is that CN103628673A discloses a kind of floor aluminum alloy pattern plate splicing formwork erecting structure system, is used
In the skyscraper using precast beam comprising Encased truss, Encased truss support construction and mortar leakage prevention structure；Wherein,
The Encased truss support construction is installed on precast beam；The Encased truss is held in Encased truss support construction；It is described
Mortar leakage prevention structure is connected between the end of Encased truss and precast beam, is also set in Encased truss support construction.The knot
Structure carries out longitudinal bracing to template, it has not been convenient to carry out axial support to template and fix.
Summary of the invention
The purpose of the present invention is to solve defects of the existing technology, provide a kind of removable truss and mating aluminum dipping form
System and its construction method.
To achieve the goals above, The technical solution adopted by the invention is as follows:
A kind of removable truss and mating aluminum dipping form system, including template system move trussing, connect system and fastening
System, the template system include several aluminum alloy mould plate ontologies, move trussing and pass through connection system and aluminium alloy mould
The connection of plate ontology, fastening system includes the oblique pull ground anchor bolt welded with baseplate reinforcing bar.
A kind of above-mentioned removable truss and mating aluminum dipping form system, the removable trussing is by multiple removable truss
It is formed by connecting by girt or back cord.
A kind of above-mentioned removable truss and mating aluminum dipping form system, the removable truss is by pre-buried oblique pull ground anchor bolt
Fixed right angle, connection system include tobacco pipe or L-type moving screw, back cord and mountain type nut, and tobacco pipe or L-type moving screw connect
Removable truss and aluminum alloy mould plate ontology, back cord are located between removable truss and aluminum alloy mould plate ontology, and mountain type nut is twisted
Tightly contacted on tobacco pipe or L-type moving screw and with removable truss.
A kind of above-mentioned removable truss and mating aluminum dipping form system, the removable truss is by pre-buried oblique pull ground anchor bolt
Fixed right angle, connection system include the back cord being fixedly connected with aluminum alloy mould plate ontology and connect back cord and removable truss
Card code pull rod.
A kind of above-mentioned removable truss and mating aluminum dipping form system, the removable truss pass through tobacco pipe or L-type movable screw
Lever lock is on aluminum alloy mould plate ontology or through card code Draw bar lock on back cord.
A kind of above-mentioned removable truss and mating aluminum dipping form system, the removable truss is far from aluminum alloy mould plate ontology
One end is fixed on pedestal.
A kind of above-mentioned removable truss and mating aluminum dipping form system, the removable truss includes longitudinal channel steel, with longitudinal direction
The transverse direction side of channel steel connection passes to and inclined shore cylinder, and the bottom of removable truss is equipped with oblique angle channel steel, adjusting screw rod, universal
Wheel, adjusting screw rod are connect with the pedestal.
A kind of above-mentioned removable truss and mating aluminum dipping form system are welded between the oblique pull ground anchor bolt and longitudinal channel steel
Iron plate, the position of pre-buried oblique pull ground anchor bolt when avoiding oblique pull ground anchor bolt and the spot welding of structure main reinforcement and protecting concreting
It sets not and sideslip or displacement occurs.
A kind of construction method using above-mentioned removable truss system in conjunction with aluminum alloy pattern plate, includes the following steps:
A, baseplate reinforcing bar is bound, welding iron plate in place welds oblique pull ground anchor bolt on iron plate；
B, the aluminum alloy mould plate ontology of bottom is set up, aluminum alloy mould plate ontology answers coating release agent in advance, after guaranteeing concrete formation
Top distance is more than or equal to 300mm behind oblique corner top to concrete formation, and assembling reinforcement ensures reinforcing bar beyond aluminum alloy mould plate
Body height；
C, lower concrete is poured, in casting process, is consolidated using vibrating head, avoids the occurrence of cavity；
D, after concrete coagulation reaches intensity requirement, the aluminum alloy mould plate ontology of bottom is removed；
E, wall steel bar, and laying pedestal in place simultaneously are bound；
F, the aluminum alloy mould plate entity plate of wall is set up, the aluminum alloy mould plate ontology of wall answers coating release agent in advance, hangs down every appropriate
Straight distance installation back cord；
G, removable truss is installed, the fixed removable truss right angle of oblique pull ground anchor bolt is utilized；
H, removable truss is locked on aluminum alloy mould plate ontology using moving screw；
I, an entirety is connected into girt and adapter between adjacent removable truss；
J, moving screw is adjusted, stands vertically removable truss and the holding of aluminum alloy mould plate ontology on control line position；
K, with laser level be aligned absolute altitude control line, observation laser rays whether be overlapped with metope control point, have error in time into
Row adjustment, adjustment is specifically corrected by professional by removable truss, vertical with laser rays with tape measure metope
Distance, same vertical face, which takes, is a little no less than 3 (under, in, on), and it is 500mm that same face wall, which takes a spacing,；
L, it to casting concrete between template, and is consolidated with vibrating head；
M, when concrete reaches intensity requirement, demoulding unlocks the oblique pull ground anchor bolt at fixed removable truss right angle, adjusts and adjust
Section screw rod makes the universal wheel and ground face contact of removable truss, removes pedestal；
N, removable trussing and template system are moved to designated position to construction direction together, install and level mould
Plate；
O, step l-n is repeated, until wall column pours completion.
The invention has the benefit that 1, aluminum alloy mould plate universal models, standard rate is high, and template can be in use
It is general.2, site operation rubbish is few, reduces the sundries such as the iron nail of wooden model needs, so that construction site more neat and tidy.3,
For punching block, reduce to mechanical dependence, while having saved the expense of punching block derusting.4, recovery value is high, and aluminium closes
Golden template recycling is laggard to cross renovation processing, can utilize again.5, short construction period is reused often, average use at
This is low, easy for construction, high-efficient, can control construction quality, guarantee construction safety, accelerate construction progress, reduce engineering cost,
Achieve the purpose that cost efficiency.
Detailed description of the invention
Fig. 1 is the connection schematic diagram that truss and aluminum alloy mould plate ontology are moved in the embodiment of the present invention 1；
Fig. 2 is the structural schematic diagram of the removable truss of the present invention；
Fig. 3 is the connection schematic diagram that truss and aluminum alloy mould plate ontology are moved in the embodiment of the present invention 2.
Specific embodiment
Embodiment 1
As shown in Fig.1 and Fig.2, a kind of removable truss and mating aluminum dipping form system, including template system move trussing, even
Welding system and fastening system, template system include several aluminum alloy mould plate ontologies 5, move trussing and pass through connection system
It is connect with aluminum alloy mould plate ontology 5, fastening system includes the oblique pull ground anchor bolt 6 welded with baseplate reinforcing bar 8.
Removable trussing is formed by connecting by multiple removable truss 1 by girt or back cord.
For removable truss 1 by the fixed right angle of pre-buried oblique pull ground anchor bolt 6, connection system includes moving screw 2, back cord 4
And mountain type nut 3, moving screw 2 are tobacco pipe or L-type, moving screw connects removable truss 1 and aluminum alloy mould plate ontology 5,
Back cord 4 is located between removable truss 1 and aluminum alloy mould plate ontology 5, mountain type nut 3 be tightened on moving screw 2 and with it is removable
Dynamic truss 1 contacts.Removable truss 1 is locked on aluminum alloy mould plate ontology 5 by moving screw 2.
Further, truss 1 is moved to be fixed on pedestal 7 far from one end of aluminum alloy mould plate ontology 5.
Removable truss 1 includes longitudinal channel steel 11, the transverse direction side connecting with longitudinal channel steel 11 logical 10 and inclined shore circle
Column 9, the bottom for moving truss are equipped with oblique angle channel steel 12, adjusting screw rod 14, universal wheel 15, and adjusting screw rod 14 is connect with pedestal 7,
Removable truss 1 is conveniently moved horizontally after removing by universal wheel 15, and iron plate is installed in the bottom 13 of longitudinal channel steel 11.
It is welded with iron plate between oblique pull ground anchor bolt 6 and baseplate reinforcing bar 8, avoids oblique pull ground anchor bolt 6 and the spot welding of structure main reinforcement
And the position of pre-buried oblique pull ground anchor bolt 6 does not occur sideslip or displacement when protecting concreting.
A kind of construction method using above-mentioned removable truss system in conjunction with aluminum alloy pattern plate, includes the following steps:
A, baseplate reinforcing bar 8 is bound, welding iron plate in place welds oblique pull ground anchor bolt 6 on iron plate；
B, the aluminum alloy mould plate ontology 5 of bottom is set up, aluminum alloy mould plate ontology 5 answers coating release agent in advance, guarantees concrete formation
Top distance behind corner top to concrete formation of retreading is more than or equal to 300mm, and assembling reinforcement ensures reinforcing bar beyond aluminium alloy mould
5 height of plate ontology；
C, lower concrete is poured, in casting process, is consolidated using vibrating head, avoids the occurrence of cavity；
D, after concrete coagulation reaches intensity requirement, the aluminum alloy mould plate ontology 5 of bottom is removed；
E, wall steel bar, and laying pedestal 7 in place simultaneously are bound；
F, the aluminum alloy mould plate entity plate 5 of wall is set up, the aluminum alloy mould plate ontology 5 of wall answers coating release agent in advance, every appropriate
Vertical range installs back cord 4；
G, removable truss 1 is installed, fixed removable 1 right angle of truss of oblique pull ground anchor bolt 6 is utilized；
H, removable truss 1 is locked on aluminum alloy mould plate ontology 5 using moving screw 2；
I, an entirety is connected into girt and adapter between adjacent removable truss 1；
J, moving screw 2 is adjusted, stands vertically removable truss 1 and the holding of aluminum alloy mould plate ontology 5 on control line position；
K, with laser level be aligned absolute altitude control line, observation laser rays whether be overlapped with metope control point, have error in time into
Row adjustment, adjustment is specifically corrected by professional by removable truss, vertical with laser rays with tape measure metope
Distance, same vertical face, which takes, is a little no less than 3 (under, in, on), and it is 500mm that same face wall, which takes a spacing,；
L, it to casting concrete between template, and is consolidated with vibrating head；
M, when concrete reaches intensity requirement, demoulding is unlocked the oblique pull ground anchor bolt 6 at fixed removable 1 right angle of truss, is adjusted
Adjusting screw rod 14 makes the universal wheel 15 and ground face contact of removable truss 1, removes pedestal 7；
N, removable trussing and template system are moved to designated position to construction direction together, install and level mould
Plate；
O, step l-n is repeated, until wall column pours completion.
Embodiment 2
As shown in figure 3, should be the difference from embodiment 1 is that step h, embodiment 2 be consolidated removable truss 1 by card code pull rod 16
Determine the connection for reaching removable truss 1 and template system onto back cord 4.
The aluminum alloy mould plate universal models of the system, standard rate is high, and template can be general in use.Site operation
Rubbish is few, reduces the sundries such as the iron nail of wooden model needs, so that construction site more neat and tidy.For punching block, subtract
Lack to mechanical dependence, while having saved the expense of punching block derusting.Recovery value is high, and laggard cross of aluminum alloy mould plate recycling is renovated
Processing, can utilize again.Short construction period is reused often, and average use cost is low, easy for construction, high-efficient, energy
Construction quality is enough controlled, guarantees construction safety, accelerates construction progress, reduces engineering cost, achievees the purpose that cost efficiency.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and what is described in the above embodiment and the description is only the present invention
Principle, various changes and improvements may be made to the invention without departing from the spirit and scope of the present invention, these variation and
Improvement is both fallen in the range of claimed invention.The present invention claims protection scope by appended claims and its
Equivalent defines.
Claims (9)
1. a kind of removable truss and mating aluminum dipping form system, including template system move trussing, system and tight is connected
Gu system, which is characterized in that the template system includes several aluminum alloy mould plate ontologies, moves trussing and passes through connection system
System is connect with aluminum alloy mould plate ontology, and fastening system includes the oblique pull ground anchor bolt welded with baseplate reinforcing bar.
2. a kind of removable truss according to claim 1 and mating aluminum dipping form system, which is characterized in that the removable purlin
Frame system is formed by connecting by multiple removable truss by girt or back cord.
3. a kind of removable truss according to claim 2 and mating aluminum dipping form system, which is characterized in that the removable purlin
For frame by the fixed right angle of pre-buried oblique pull ground anchor bolt, connection system includes tobacco pipe or L-type moving screw, back cord and mountain type spiral shell
Mother, tobacco pipe or L-type moving screw connect removable truss and aluminum alloy mould plate ontology, and back cord is located at removable truss and aluminium alloy
Between stencil body, mountain type nut is tightened on tobacco pipe or L-type moving screw and contacts with removable truss.
4. a kind of removable truss according to claim 2 and mating aluminum dipping form system, which is characterized in that the removable purlin
Frame by the fixed right angle of pre-buried oblique pull ground anchor bolt, connection system include the back cord being fixedly connected with aluminum alloy mould plate ontology and
Connect the card code pull rod of back cord and removable truss.
5. a kind of removable truss according to claim 3 or 4 and mating aluminum dipping form system, which is characterized in that described removable
Dynamic truss is by tobacco pipe or L-type movable screw lever lock on aluminum alloy mould plate ontology or through card code Draw bar lock on back cord.
6. a kind of removable truss according to claim 5 and mating aluminum dipping form system, which is characterized in that the removable purlin
Frame is fixed on pedestal far from one end of aluminum alloy mould plate ontology.
7. a kind of removable truss according to claim 6 and mating aluminum dipping form system, which is characterized in that the removable purlin
Frame includes longitudinal channel steel, and the transverse direction side connecting with longitudinal channel steel passes to and inclined shore cylinder, and the bottom of removable truss is equipped with
Oblique angle channel steel, adjusting screw rod, universal wheel, adjusting screw rod are connect with the pedestal.
8. a kind of removable truss according to claim 6 and mating aluminum dipping form system, which is characterized in that the oblique pull earth anchor
It is welded with iron plate between bolt and longitudinal channel steel, avoid oblique pull ground anchor bolt and the spot welding of structure main reinforcement and protects concreting
When pre-buried oblique pull ground anchor bolt position do not occur sideslip or displacement.
9. a kind of construction method using above-mentioned removable truss system in conjunction with aluminum alloy pattern plate, which is characterized in that including walking as follows
It is rapid:
A, baseplate reinforcing bar is bound, welding iron plate in place welds oblique pull ground anchor bolt on iron plate；
B, the aluminum alloy mould plate ontology of bottom is set up, aluminum alloy mould plate ontology answers coating release agent in advance, after guaranteeing concrete formation
Top distance is more than or equal to 300mm behind oblique corner top to concrete formation, and assembling reinforcement ensures reinforcing bar beyond aluminum alloy mould plate
Body height；
C, lower concrete is poured, in casting process, is consolidated using vibrating head, avoids the occurrence of cavity；
D, after concrete coagulation reaches intensity requirement, the aluminum alloy mould plate ontology of bottom is removed；
E, wall steel bar, and laying pedestal in place simultaneously are bound；
F, the aluminum alloy mould plate entity plate of wall is set up, the aluminum alloy mould plate ontology of wall answers coating release agent in advance, hangs down every appropriate
Straight distance installation back cord；
G, removable truss is installed, the fixed removable truss right angle of oblique pull ground anchor bolt is utilized；
H, removable truss is locked on aluminum alloy mould plate ontology using moving screw；
I, an entirety is connected into girt and adapter between adjacent removable truss；
J, moving screw is adjusted, stands vertically removable truss and the holding of aluminum alloy mould plate ontology on control line position；
K, with laser level be aligned absolute altitude control line, observation laser rays whether be overlapped with metope control point, have error in time into
Row adjustment, adjustment is specifically corrected by professional by removable truss, vertical with laser rays with tape measure metope
Distance, same vertical face, which takes, is a little no less than 3 (under, in, on), and it is 500mm that same face wall, which takes a spacing,；
L, it to casting concrete between template, and is consolidated with vibrating head；
M, when concrete reaches intensity requirement, demoulding unlocks the oblique pull ground anchor bolt at fixed removable truss right angle, adjusts and adjust
Section screw rod makes the universal wheel and ground face contact of removable truss, removes pedestal；
N, removable trussing and template system are moved to designated position to construction direction together, install and level mould
Plate；
O, step l-n is repeated, until wall column pours completion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910484270.7A CN110130400A (en) | 2019-06-05 | 2019-06-05 | A kind of removable truss and mating aluminum dipping form system and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910484270.7A CN110130400A (en) | 2019-06-05 | 2019-06-05 | A kind of removable truss and mating aluminum dipping form system and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110130400A true CN110130400A (en) | 2019-08-16 |
Family
ID=67580212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910484270.7A Withdrawn CN110130400A (en) | 2019-06-05 | 2019-06-05 | A kind of removable truss and mating aluminum dipping form system and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110130400A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112412001A (en) * | 2020-10-23 | 2021-02-26 | 中国一冶集团有限公司 | Concrete heat preservation template device |
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|---|---|---|---|---|
| JPH0363349A (en) * | 1989-07-31 | 1991-03-19 | Dai Ichi Horm Co Ltd | Solar battery power generating roof |
| CN202081427U (en) * | 2011-05-26 | 2011-12-21 | 中国建筑第七工程局有限公司 | Embedded bolt positioning device for tower crane foundation |
| CN203768942U (en) * | 2014-03-24 | 2014-08-13 | 中国化学工程第三建设有限公司 | Positioning device for embedded anchor bolts |
| CN105781099A (en) * | 2016-03-09 | 2016-07-20 | 上海市基础工程集团有限公司 | Movable combined type one-sided large template structure and construction method thereof |
| CN206205440U (en) * | 2016-11-11 | 2017-05-31 | 云南建投第五建设有限公司 | Aluminum alloy mould plate back cord rectangular card code |
| CN109404010A (en) * | 2018-10-29 | 2019-03-01 | 高渭泉 | A kind of aluminum tunnel modular system and its operating method |
| CN208578073U (en) * | 2018-07-25 | 2019-03-05 | 云南建投安装股份有限公司 | The quick preburied positioning device of piping lane bracket |
-
2019
- 2019-06-05 CN CN201910484270.7A patent/CN110130400A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0363349A (en) * | 1989-07-31 | 1991-03-19 | Dai Ichi Horm Co Ltd | Solar battery power generating roof |
| CN202081427U (en) * | 2011-05-26 | 2011-12-21 | 中国建筑第七工程局有限公司 | Embedded bolt positioning device for tower crane foundation |
| CN203768942U (en) * | 2014-03-24 | 2014-08-13 | 中国化学工程第三建设有限公司 | Positioning device for embedded anchor bolts |
| CN105781099A (en) * | 2016-03-09 | 2016-07-20 | 上海市基础工程集团有限公司 | Movable combined type one-sided large template structure and construction method thereof |
| CN206205440U (en) * | 2016-11-11 | 2017-05-31 | 云南建投第五建设有限公司 | Aluminum alloy mould plate back cord rectangular card code |
| CN208578073U (en) * | 2018-07-25 | 2019-03-05 | 云南建投安装股份有限公司 | The quick preburied positioning device of piping lane bracket |
| CN109404010A (en) * | 2018-10-29 | 2019-03-01 | 高渭泉 | A kind of aluminum tunnel modular system and its operating method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112412001A (en) * | 2020-10-23 | 2021-02-26 | 中国一冶集团有限公司 | Concrete heat preservation template device |
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Application publication date: 20190816 |
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