CN106760707A - Trench abnormity branch mouthful embedded iron construction method - Google Patents
Trench abnormity branch mouthful embedded iron construction method Download PDFInfo
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- CN106760707A CN106760707A CN201611027150.7A CN201611027150A CN106760707A CN 106760707 A CN106760707 A CN 106760707A CN 201611027150 A CN201611027150 A CN 201611027150A CN 106760707 A CN106760707 A CN 106760707A
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- Prior art keywords
- embedded iron
- construction
- iron
- embedded
- trench
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
- E04H5/06—Pits or building structures for inspection or services
Abstract
The present invention provides a kind of trench abnormity branch mouthful embedded iron construction method, and step includes：1. determine that trench abnormity branch mouth needs to set the location and shape structure of embedded iron parts；2. design determines the structure and the authorization by closing rule of monoblock type embedded iron；3. each component of the pre-buried iron construction of Prefabricated integral；4. each associated component in the pre-buried iron construction of monoblock type is welded at scene in advance, constitutes embedded iron part overall structure；5. embedded iron part overall structure is installed and through checking post-reinforcing；6. other embedded iron parts and embedded iron part overall structure welding, are constituted overall；7. assembling reinforcement and concrete is poured.The present invention can improve construction quality, shorten the construction period, save human cost, reduce building materials loss.
Description
Technical field
The present invention relates to embedded iron processing technology field in construction, and in particular to a kind of trench in architectural process is different
Shape branch mouthful embedded iron construction method.
Background technology
In building construction process, it is often necessary to carry out the construction of embedded iron.Embedded iron is carried out in regular building structure
Part is constructed, and its difficulty of construction is smaller, and construction method is ripe.However, the special-shaped branch mouthful in complicated building structure is such as built
Position carries out embedded iron parts construction, and its difficulty of construction is then greatly increased.The maintenance ground of automobile inspection maintenance shop as shown in Figure 1
Ditch, its using function determine the pattern of inspection pit branch oral area position it is complicated, it is necessary to embedded iron parts it is more, embedded iron parts are set
Position closely, it is complicated, and embedded iron setting requirements position is accurate and integral smoothness requirement is higher, and each embedded iron is mutual
Spacing needs accurate and absolute altitude to control to need in place；So that embedded iron difficulty of construction is larger at this.
Embedded iron parts construction is carried out to foregoing special-shaped branch mouthful, common mode is respectively provided with position as shown in Figure 1
A, B, C, D, E, F totally 6 pieces of embedded irons, in work progress, every number embedded iron distinguishes formwork, and carpenter coordinates with workman is placed, and intersects
Construct, its problem for existing is：The embedded iron position that need to be set closely causes template formwork difficult, difficult to reinforce, and easily runs mould and fries
Mould；Each work post crossed construction, interacts so that the duration is more long；Template consumption is big, causes timber to waste, inadequate environmental protection；
The embedded iron parts being respectively independently arranged are yielding, and total quality is difficult to ensure card, there is risk of doing over again.
The content of the invention
The purpose of the present invention is：For the problems of the prior art, there is provided one kind improves construction quality, shortens construction work
Phase, the trench abnormity branch mouthful embedded iron construction method saved human cost, reduce building materials loss.
The technical scheme is that：Trench abnormity branch mouthful embedded iron construction method of the invention, comprises the following steps：
1. the original design requirement for being provided according to user, determines that trench abnormity branch mouth needs to set the location and shape of embedded iron parts
Structure；
2. the shape according to special-shaped branch mouthful and the position that need to set embedded iron, design and determine that the structure of monoblock type embedded iron simultaneously passes through
Close the authorization of rule；
3. the structure for being determined according to design, each component of the pre-buried iron construction of Prefabricated integral；
4. each associated component in the pre-buried iron construction of monoblock type is welded at scene in advance, constitutes embedded iron part overall structure；
5. embedded iron part overall structure is installed and through checking post-reinforcing；
6. the embedded iron parts outside embedded iron part overall structure and embedded iron part overall structure welding, constitute complete entirety
The pre-buried iron construction of formula；
7. on the basis of the complete pre-buried iron construction of monoblock type for installing, assembling reinforcement simultaneously pours concrete.
Further scheme is：Above-mentioned step 3. in, the method for each component of the pre-buried iron construction of Prefabricated integral is：Will
Designing the monoblock type embedded iron for determining is carried out turning over sample, and folded plate is carried out by sample list is turned over by professional folded plate workshop, makes monoblock type pre-buried
Each component of iron construction.
Further scheme is：Above-mentioned step 4. in, welding builds the local integrally-built each associated component of embedded iron
During, the current strength of weld interval and welding machine need to be controlled and using suitable welding rod.
Further scheme is：Above-mentioned step 5. in, embedded iron locally it is integrally-built install utilize tower crane cooperation part
Formula is carried out；Consolidation process need to ensure that embedded iron part overall structure is not subjected to displacement when concrete is poured.
The present invention has positive effect：（1）Trench abnormity branch mouthful embedded iron construction method of the invention, it passes through abnormity
Branch mouthful needs the various embedded irons for setting to redesign, integral prefabricated using part embedded iron, and with other embedded iron welding groups
One entirety of synthesis carries out overall placement, and is constructed instead of segment template, so that the construction of special-shaped branch mouthful embedded iron
It is greatly simplified than prior art.（2）Trench of the invention abnormity branch mouthful embedded iron construction method, it passes through using meeting abnormity
The pre-buried iron construction of monoblock type of branch mouth structure feature, can be prevented effectively from the prior art to such special-shaped conventional construction party of branch mouthful
Method common quality defect such as easily fried mould, embedded iron displacement, integral smoothness difference in construction, can effectively improve special-shaped branch mouthful construction
Construction quality.（3）Trench abnormity branch mouthful embedded iron construction method of the invention, can reduce working procedure, it is to avoid many work posts are handed over
The fork work holdup that causes of construction, compared to existing technology in common such engineering construction, duration contraction 50% can be shortened,
And can significantly save human cost.（4）Trench abnormity branch mouthful embedded iron construction method of the invention, it passes through pre- using monoblock type
Bury iron construction, it is to avoid in the prior art to the embedded iron parts of each Dan Li formwork one by one, can largely reduce carpentry amount,
Formwork template is saved, the use of timber and associated construction material is reduced, and building site area can be reduced so that construction more ring
Protect.
Brief description of the drawings
Fig. 1 is the structural representation after built-in fitting construction common to such special-shaped branch mouthful in the prior art is set；
Fig. 2 is to carry out the structural representation after built-in fitting construction is set to such special-shaped branch mouth in the embodiment of the present invention；
Fig. 3 is flow chart of the method for the present invention.
Reference in above-mentioned accompanying drawing is as follows：
First embedded iron parts 1, the second embedded iron parts 2, the 3rd embedded iron parts 3, the 4th embedded iron parts 4, pre-buried steel form 5；Trench
Foundation construction 6.
Specific embodiment
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description.
（Embodiment 1）
See Fig. 2, the trench abnormity branch mouthful embedded iron construction method of the present embodiment, with the trench foundation construction 6 of automobile inspection trench
Illustrated as a example by identified special-shaped branch mouthful.
Referring to Fig. 3, the trench abnormity branch mouthful embedded iron construction method of the present embodiment is mainly included the following steps that：
1. the original design requirement for being provided according to user, determines that trench abnormity branch mouth needs to set the location and shape of embedded iron parts
Structure.
In the present embodiment, as shown in figure 1, user provide design requirement, should at A, B, C, D, E, F totally 6 pieces it is pre-buried
Iron, it is seen that embedded iron parts are more, discrete each other, template formwork is difficult, and embedded iron is placed and is difficult in place.
2. the shape according to special-shaped branch mouthful and the position that need to set embedded iron, design the structure of determination monoblock type embedded iron simultaneously
By the authorization for closing rule.
The position that need to set embedded iron parts as shown in Figure 1 that shape and user for trench abnormity branch mouthful determine, presses
According to the mentality of designing of monoblock type embedded iron, structure of this special-shaped branch mouthful using monoblock type embedded iron as shown in Figure 2 is determined, this is whole
The pre-buried iron construction of body formula is by the first embedded iron parts 1, the second embedded iron parts 2, the 3rd embedded iron parts 3, the 4th embedded iron parts 4 and pre-buried
Steel form 5 is welded to be formed.
3. the structure for being determined according to design, each component of the pre-buried iron construction of Prefabricated integral.
The monoblock type embedded iron for determining will be designed to be carried out turning over sample, and folded plate is carried out by sample list is turned over by professional folded plate workshop, is made
Each component of the pre-buried iron construction of monoblock type, i.e. the first embedded iron parts 1, the second embedded iron parts 2, the 3rd embedded iron parts 3 in Fig. 2,
4th embedded iron parts 4 and pre-buried steel form 5.
4. each associated component in the pre-buried iron construction of monoblock type is welded at scene in advance, constitutes embedded iron part overall structure.
The first embedded iron parts 1, the second embedded iron parts 2, the 3rd embedded iron parts 3, the 4th embedded iron of job site will be transported to
Part 4 and pre-buried steel form 5 are numbered；According to design requirement, the second embedded iron parts 2 and the 3rd embedded iron parts 3 are welded, by
Three embedded iron parts 3 and the 4th embedded iron parts 4 are welded on the setting position of pre-buried steel form 5, so as to by the second embedded iron parts 2,
3rd embedded iron parts 3, the 4th embedded iron parts 4 and pre-buried steel form 5 are built into an embedded iron part overall structure in advance.Welding
When note controlling the current strength of weld interval and welding machine, using suitable welding rod, find in time unstable in work progress
Property, it is ensured that construction quality.
5. embedded iron part overall structure is installed.
The mode cooperated using tower crane, the embedded iron part overall structure after acceptance(check) is installed in place, and check meets
Consolidation process is carried out after design requirement, it is ensured that embedded iron part overall structure is not subjected to displacement when concrete is poured.
6. the embedded iron parts outside embedded iron part overall structure and embedded iron part overall structure welding, are constituted complete
The pre-buried iron construction of monoblock type.
The top of the second embedded iron parts 2 in the embedded iron part overall structure for being installed in place and reinforcing, according to setting position
Placement location does not weld remaining first embedded iron parts 1 with embedded iron part overall structure, and the first embedded iron parts 1 are pre- with second
Bury ironware 2 to weld, so that including the first embedded iron parts 1, the second embedded iron parts 2, the 3rd embedded iron parts 3, the 4th embedded iron
Part 4 and pre-buried steel form 5 constitute a whole pre-buried iron construction of monoblock type of peace in interior all of embedded iron parts.
7. assembling reinforcement and concrete is poured.
According to design and job specfication requirement, on the basis of the complete pre-buried iron construction of monoblock type for installing, enter
Row reinforcing bar colligation, acceptance(check) after-pouring concrete, and carry out subsequent maintenance.
The trench abnormity branch mouthful embedded iron construction method of the present embodiment is can be seen that from above construction method step, is had
Following characteristics：
（1）The construction quality of special-shaped branch mouthful construction can be effectively improved：It passes through using meeting the whole of special-shaped branch mouth structure feature
The pre-buried iron construction of body formula, can be prevented effectively from such special-shaped conventional construction method of branch mouthful is easily fried in construction in the prior art
The common quality defects such as mould, embedded iron displacement, integral smoothness difference.
（2）Shorten the construction period, save human cost：Using the method for the present embodiment, working procedure can be reduced, it is to avoid
The work holdup that many work post crossed constructions are caused, compared to existing technology in common such engineering construction, the duration can be shortened
Contraction 50%.
（3）Reduce building materials loss：It passes through using the pre-buried iron construction of monoblock type, it is to avoid in the prior art to each Dan Li
Embedded iron parts formwork one by one, can largely reduce carpentry amount, save formwork template, reduce timber and associated construction material
Use, and building site area can be reduced so that construction is more environmentally friendly.
Above example is the explanation to specific embodiment of the invention, rather than limitation of the present invention, relevant technology
The technical staff in field without departing from the spirit and scope of the present invention, can also make various conversion and change and obtain
To corresponding equivalent technical scheme, therefore all equivalent technical schemes should be included into patent protection model of the invention
Enclose.
Claims (4)
1. a kind of trench abnormity branch mouthful embedded iron construction method, it is characterised in that comprise the following steps：
1. the original design requirement for being provided according to user, determines that trench abnormity branch mouth needs to set the location and shape of embedded iron parts
Structure；
2. the shape according to special-shaped branch mouthful and the position that need to set embedded iron, design and determine that the structure of monoblock type embedded iron simultaneously passes through
Close the authorization of rule；
3. the structure for being determined according to design, each component of the pre-buried iron construction of Prefabricated integral；
4. each associated component in the pre-buried iron construction of monoblock type is welded at scene in advance, constitutes embedded iron part overall structure；
5. embedded iron part overall structure is installed and through checking post-reinforcing；
6. the embedded iron parts outside embedded iron part overall structure and embedded iron part overall structure welding, constitute complete entirety
The pre-buried iron construction of formula；
7. on the basis of the complete pre-buried iron construction of monoblock type for installing, assembling reinforcement simultaneously pours concrete.
2. trench according to claim 1 abnormity branch mouthful embedded iron construction method, it is characterised in that described step is 3.
In, the method for each component of the pre-buried iron construction of Prefabricated integral is：The monoblock type embedded iron for determining will be designed to be carried out turning over sample, by special
Industry folded plate workshop carries out folded plate by sample list is turned over, and makes each component of the pre-buried iron construction of monoblock type.
3. trench according to claim 1 abnormity branch mouthful embedded iron construction method, it is characterised in that described step is 4.
In, welding structure embedded iron locally during integrally-built each associated component, need to control the electric current of weld interval and welding machine strong
Spend and use suitable welding rod.
4. trench according to claim 1 abnormity branch mouthful embedded iron construction method, it is characterised in that described step is 5.
In, locally integrally-built installation is carried out embedded iron using tower crane cooperation mode；Consolidation process need to ensure that embedded iron is local overall
Structure is not subjected to displacement when concrete is poured.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611027150.7A CN106760707B (en) | 2016-11-21 | 2016-11-21 | Trench abnormity branch mouth embedded iron construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611027150.7A CN106760707B (en) | 2016-11-21 | 2016-11-21 | Trench abnormity branch mouth embedded iron construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106760707A true CN106760707A (en) | 2017-05-31 |
| CN106760707B CN106760707B (en) | 2019-01-29 |
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| Application Number | Title | Priority Date | Filing Date |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1037221A (en) * | 1996-07-30 | 1998-02-10 | Bau House:Kk | Construction of facility embedding underground storage tank and its working method |
| ES2113143T3 (en) * | 1994-11-17 | 1998-04-16 | Ferrari Nino Costr | UNDERGROUND TANK FOR LIQUID STORAGE AT ROOM TEMPERATURE AND LIQUEFIED GASES AT LOW TEMPERATURE. |
| CN101787706A (en) * | 2010-03-04 | 2010-07-28 | 中冶实久建设有限公司 | Construction method of installing and fixing equipment basic pre-buried iron elements |
| CN103452098A (en) * | 2012-05-28 | 2013-12-18 | 上海市政工程设计研究总院（集团）有限公司 | Opposite supporting embedded part construction method for underground continuous wall |
| CN203346900U (en) * | 2013-07-16 | 2013-12-18 | 太原重工股份有限公司 | Based embedded part |
| CN104264684B (en) * | 2014-09-24 | 2015-12-16 | 厦门磐砻地下工程有限公司 | A kind of prefabricated abnormity stake and construction method thereof on an empty stomach for deep foundation pit supporting structure |
-
2016
- 2016-11-21 CN CN201611027150.7A patent/CN106760707B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2113143T3 (en) * | 1994-11-17 | 1998-04-16 | Ferrari Nino Costr | UNDERGROUND TANK FOR LIQUID STORAGE AT ROOM TEMPERATURE AND LIQUEFIED GASES AT LOW TEMPERATURE. |
| JPH1037221A (en) * | 1996-07-30 | 1998-02-10 | Bau House:Kk | Construction of facility embedding underground storage tank and its working method |
| CN101787706A (en) * | 2010-03-04 | 2010-07-28 | 中冶实久建设有限公司 | Construction method of installing and fixing equipment basic pre-buried iron elements |
| CN103452098A (en) * | 2012-05-28 | 2013-12-18 | 上海市政工程设计研究总院（集团）有限公司 | Opposite supporting embedded part construction method for underground continuous wall |
| CN203346900U (en) * | 2013-07-16 | 2013-12-18 | 太原重工股份有限公司 | Based embedded part |
| CN104264684B (en) * | 2014-09-24 | 2015-12-16 | 厦门磐砻地下工程有限公司 | A kind of prefabricated abnormity stake and construction method thereof on an empty stomach for deep foundation pit supporting structure |
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|---|---|
| CN106760707B (en) | 2019-01-29 |
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