CN106320706A - Masonry-wall line-pipe, line-groove and line-box burying construction method - Google Patents
Masonry-wall line-pipe, line-groove and line-box burying construction method Download PDFInfo
- Publication number
- CN106320706A CN106320706A CN201610776592.5A CN201610776592A CN106320706A CN 106320706 A CN106320706 A CN 106320706A CN 201610776592 A CN201610776592 A CN 201610776592A CN 106320706 A CN106320706 A CN 106320706A
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- Prior art keywords
- concrete
- line box
- line
- construction
- spool
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- 238000010276 construction Methods 0.000 title claims abstract description 72
- 238000009415 formwork Methods 0.000 claims abstract description 9
- 125000006850 spacer group Chemical group 0.000 claims description 14
- 238000005266 casting Methods 0.000 claims description 13
- 210000003205 muscle Anatomy 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 239000007943 implant Substances 0.000 claims description 10
- 238000002513 implantation Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 6
- 238000012423 maintenance Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000009408 flooring Methods 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 4
- 238000005520 cutting process Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 9
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 239000011449 brick Substances 0.000 description 4
- 239000000428 dust Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000005336 cracking Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000005056 cell body Anatomy 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G1/00—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a masonry-wall line-pipe, line-groove and line-box burying construction method. The construction method includes the steps that in the pre-construction method, reinforcing steel bars are pre-buried or post-implanted into a top plate and a bottom plate on the peripheries of a line pipe and a line groove buried in a masonry wall, the line pipe, the line groove and a line box are completely arranged, then the corresponding pre-buried reinforcing steel bars of the bottom plate and the top plate are bound and woven into a whole in a concrete-constructional-column mode, the line pipe, the line groove and the line box are fixed, a formwork is installed, and concrete pouring is carried out; in the post-construction method, reinforcing steel bars are pre-buried or post-implanted into a top plate and a bottom plate on the peripheries of a line pipe and a line groove buried in a masonry wall, the portion is reserved when wall masonry is carried out, and after masonry construction is completed, the line pipe, the line groove and a line box are installed, then the corresponding pre-buried reinforcing steel bars of the bottom plate and the top plate are bound and woven into a whole in a concrete-constructional-column mode, the line pipe, the line groove and the line box are fixed, a formwork is installed, and concrete pouring is carried out. According to the construction method, the wall does not need to be slotted, cracks or fractures of the wall can be avoided, environment pollution is reduced, labor strength is reduced, construction is simple, construction time is short, the cost is low, and the installing quality is reliable.
Description
Technical field
The present invention relates to masonry panel wire casing line box construction field, be specifically related to a kind of masonry panel spool wire casing line box dark
The construction method buried.
Background technology
Masonry panel construct in, it usually needs spool wire casing line box is secretly embedded in body of wall, with realize concealed wire connect or
The purpose of the assembly such as electric switch, socket is installed.
Traditional manual cutting machine online pipeline box respectively is the most mostly used at present to lay after notch both sides cut, then by groove
In mouthful, masonry uses chisel to coordinate hand hammer to pick chisel, then hookup wire pipeline box, and uses the materials such as mortar to carry out it at closing
Reason.Using the method to there is following defect: during the cutting of (1) wire casing, both sides depth of cut is difficult to keep consistent, causes and picks chisel construction
Difficulty is big, and is easily damaged periphery masonry, causes wall crazing；(2) artificial cutting is difficult to ensure that the linearity of spool laying groove,
Spool can produce bending stress after installing, easy to crack after mortar closure；(3) after spool is installed, between its back side and body of wall have necessarily
Gap, mortar is difficult to tamp, is easily generated ghost, will also result in wall crazing；(4) the method labor intensity is big, long in time limit, construction effect
Rate is low, and construction quality is difficult to ensure that；(5) wire casing cutting can produce a large amount of dust and noise when picking chisel, causes environmental pollution.Also have
One class method is prefabricated setting wire casing masonry, is shifted to an earlier date by line pipeline box cell body and prefabricated out then builds by laying bricks or stones, and it exists prefabricated groove face
Smooth, and the closure bonding difference of mortar, easy hollowing, and have that construction requirement precision is high and high in cost of production defect.
The patent document of Application No. 201510271256.0 discloses the spool groove of a kind of block wall and quickly offers dress
Put and using method, first with the both sides being provided with the cutting machine of twolip cutting blade and cutting in target location spool laying groove
Limit, then uses special chisel hammer to take out the masonry in groove, and chisel speed and construction are picked in the cutting that raising block wall spool groove is offered
Quality；However it is necessary that customization special-purpose machines and tools, pick chisel and can cause wall crazing, long in time limit, efficiency of construction is low, cost is high.
The patent document of Application No. 201410777894.5 discloses and a kind of prevents crack, Sunken wire tube position after masonry
Method, solves under conventional construction method, prevents the method in crack, Sunken wire tube position after masonry；But picking chisel can cause body of wall to hold
Split, construction procedure is loaded down with trivial details, requirement is high, cost is high, long in time limit.
The patent document of Application No. 03233525.3 discloses a kind of construction wall and reserves the concrete goods brick of wire casing, builds by laying bricks or stones
After body of wall, by semicircle groove Buried pipe extremely easily, but preformed bricks arc surface is smooth, low, easily with mortar viscosity intensity
Cracking；Construction requirement precision is high, and efficiency of construction is low, and cost is high.
Summary of the invention
The technical problem to be solved in the present invention is, for existing masonry panel construction wire casing cutting above shortcomings,
Thering is provided the construction method that a kind of masonry panel spool wire casing line box secretly buries, construction is simple, the engineering time is short, with low cost, construction
Reliable in quality, efficiently solves the problem such as the most cracking, the environmental pollution of body of wall that conventional construction method exists.
The present invention solves that above-mentioned technical problem be the technical scheme is that
The construction method that a kind of masonry panel spool wire casing line box secretly buries, construction of the most first excuting a law of constructing before building wall,
Described construction of first excuting a law specifically includes following steps:
(1) base plate of wire casing surrounding and top board (or floor beam) at the dark Sunken wire tube of masonry panel implant embedded bar (also
Embedded bar can be implanted) when main structure construction；
(2) spool and line box are installed: spool and line box are put in place by design requirement installation；
(3) colligation embedded bar；
(4) fixed spool and line box: spool uses tied silk to be fixed on embedded bar, and line box surrounding and rear side pass through respectively
On rear side of line box surrounding spacer bar and line box, spacer bar is fixed on embedded bar；
(5) concrete construction column template is installed: before installing concrete construction column template, with cystosepiment implant fill line box
And slightly higher outlet box 3～5mm, then by line box surrounding and concrete-constituted pile template proximate；
(6) casting concrete: after concrete-constituted pile formwork reinforcement completes, reserves from concrete-constituted pile die head
Pour casting concrete at mouth；
(7) form removal: concrete strength carries out form removal after reaching form removal condition, and carries out maintenance by code requirement；
(8) masonry panel: torn masonry panel after concrete construction column template open.
By such scheme, in described step (1), embedded bar uses about A12mm concrete-constituted pile reinforcing bar, concrete
The same thickness of wall body of constructional column reinforcing bar thickness, implantation depth about 200mm, protruded length about 500mm.
By such scheme, in described step (3), embedded bar includes main muscle and stirrup, main muscle diameter about 12mm, stirrup
About diameter 6mm, spacing 250mm.
By such scheme, about concrete grade C20 poured in described step (6) (or with constructional column in layout design
Concrete requires).
Present invention also offers the construction method that another kind of masonry panel spool wire casing line box secretly buries, execute after building wall
Work is excuted a law construction after being, described after construction of excuting a law specifically include following steps:
(1) base plate of wire casing surrounding and top board (or floor beam) at the dark Sunken wire tube of masonry panel implant embedded bar (also
Embedded bar can be implanted) when main structure construction；
(2) masonry panel: first eject dark Sunken wire tube and line box position control line, concrete-constituted pile and body of wall on flooring
10 use horse tooth trough forms connect, first step back into, stay raft width about 60mm, high about 300mm；
(3) spool and line box are installed: spool and line box are put in place by design requirement installation；
(4) colligation embedded bar；
(5) fixed spool and line box: spool uses tied silk to be fixed on embedded bar, and line box surrounding and rear side pass through respectively
On rear side of line box surrounding spacer bar and line box, spacer bar is fixed on embedded bar；
(6) concrete construction column template is installed: before installing concrete construction column template, with cystosepiment implant fill line box
And slightly higher outlet box 3～5mm, then by line box surrounding and constructional column template proximate；
(7) casting concrete: after concrete-constituted pile formwork reinforcement completes, reserves from concrete-constituted pile die head
Pour casting concrete at mouth, about concrete grade C20 (or requiring with constructional column concrete in layout design)；
(8) form removal: concrete strength carries out form removal after reaching form removal condition, and carries out maintenance by code requirement.
By such scheme, in described step (1), embedded bar uses about A12mm constructional column reinforcing bar, concrete-constituted pile
The same thickness of wall body of reinforcing bar thickness, implantation depth about 200mm, protruded length about 500mm；
By such scheme, in described step (4), embedded bar includes main muscle and stirrup, main muscle diameter about 12mm, stirrup
About diameter 6mm, spacing 250mm.
Compared with prior art, beneficial effects of the present invention: traditional method is after building wall completes to reach design strength
Just can carry out slotting, picking chisel, hookup wire pipeline box, closure wire casing, easily cause wall body slit, dust pollution and noise pollution, work
Phase length, efficiency are low, of poor quality, and the present invention before and after building wall hookup wire pipeline box, colligation concrete column reinforcing bar, formwork,
Casting concrete, with concrete (post) structure substitute masonry structure, exempt from fluting pick chisel closure, can stop wall body slit produce, nothing
Dust and noise pollution, reduction of erection time, efficiency height, quality is guaranteed.
Accompanying drawing explanation
Fig. 1 is that the embodiment of the present invention 1 is implanted embedded bar and installs spool and the structural representation of line box；
Fig. 2 is the structural representation of the embodiment of the present invention 1 colligation embedded bar；
Fig. 3 is partial structurtes enlarged diagram in Fig. 2；
Fig. 4 is the top view of Fig. 3；
Fig. 5 is that the embodiment of the present invention 2 is implanted embedded bar and installs spool and the structural representation of line box；
Fig. 6 is the structural representation of the embodiment of the present invention 2 colligation embedded bar；
In figure, 1-top board, 2-base plate, 3-spool, 4-line box, 5-embedded bar, the main muscle of 6-, 7-stirrup, 8-line box surrounding
Spacer bar, spacer bar on rear side of 9-line box, 10-body of wall.
Detailed description of the invention
With embodiment, technical solution of the present invention is described in detail below in conjunction with the accompanying drawings.
With reference to shown in Fig. 1～Fig. 4, what a kind of masonry panel spool wire casing line box described in the embodiment of the present invention 1 secretly buried executes
Work method, construction of the most first excuting a law of constructing before building wall, construction of first excuting a law specifically includes following steps:
(1) embedded bar implanted by the base plate 2 of wire casing surrounding and top board 1 (or floor beam) at the dark Sunken wire tube of masonry panel 3
5, it is possible to implant embedded bar 5 when main structure construction, embedded bar 5 uses about A12mm concrete-constituted pile reinforcing bar, mixed
Solidifying soil constructional column reinforcing bar thickness with body of wall 10 thickness, implantation depth about 200mm, protruded length about 500mm, as shown in Figure 1；
(2) spool 3 and line box 4 are installed: spool 3 and line box 4 are put in place by design requirement installation；
(3) colligation embedded bar 5, as in figure 2 it is shown, embedded bar includes main muscle 6 and stirrup 7, main muscle 6 diameter 12mm is left
The right side, about stirrup 7 diameter 6mm, spacing 250mm；
(4) fixed spool 3 and line box 4: spool 3 uses tied silk to be fixed on embedded bar 5, and line box 4 surrounding and rear side divide
Do not lead to spacer bar 9 on rear side of connection box surrounding spacer bar 8 and line box to be fixed on embedded bar 5, as shown in Fig. 3～Fig. 4；
(5) concrete construction column template is installed: before concrete construction column template is installed, during for preventing concreting, mixed
Solidifying soil enters in line box 4, with cystosepiment implant fill line box 4 slightly higher outlet box 4 about 3～5mm, then by line box 4 surrounding
With concrete-constituted pile template proximate；
(6) casting concrete: after concrete-constituted pile formwork reinforcement completes, reserves from concrete-constituted pile die head
Pour casting concrete at mouth, about concrete grade C20 (or requiring with constructional column concrete in layout design)；
(7) form removal: concrete strength carries out form removal after reaching form removal condition, and carries out maintenance by code requirement；
(8) masonry panel 10: torn masonry panel 10 after concrete construction column template open.
As shown in figures 5 and 6, the embodiment of the present invention 2 additionally provides what another kind of masonry panel spool wire casing line box secretly buried
Construction method, construction of excuting a law after construction i.e. after building wall, after construction of excuting a law specifically include following steps:
(1) embedded bar 5 implanted by the base plate 2 of wire casing surrounding and top board 1 (or floor beam) at the dark Sunken wire tube of masonry panel 3
(also can implant embedded bar 5 when main structure construction), embedded bar 5 uses about A12mm constructional column reinforcing bar 5, constructional column
Reinforcing bar 5 thickness is with body of wall 10 thickness, implantation depth about 200mm, protruded length about 500mm；
(2) masonry panel 10: first eject dark Sunken wire tube 3 and line box 4 position control line on flooring, concrete-constituted pile with
Body of wall 10 uses horse tooth trough form to connect, first step back into, stay raft width about 60mm, high about 300mm；
(3) spool 3 and line box 4 are installed: spool 3 and line box 4 put in place (this step and previous step by design requirement installation
Can exchange)；
(4) colligation embedded bar 5, embedded bar includes main muscle 6 and stirrup 7, main muscle 6 diameter about 12mm, stirrup 7 diameter
About 6mm, spacing 250mm；
(5) fixed spool 3 and line box 4: spool 3 uses tied silk to be fixed on embedded bar 5, and line box 4 surrounding and rear side divide
Do not lead to spacer bar 9 on rear side of connection box surrounding spacer bar 8 and line box to be fixed on embedded bar 5；
(6) concrete construction column template is installed: before concrete construction column template is installed, during for preventing concreting, mixed
Solidifying soil enters in line box 4, with cystosepiment implant fill line box 4 slightly higher outlet box 4 about 3～5mm, then by line box 4 surrounding
With constructional column template proximate；
(7) casting concrete: after concrete-constituted pile formwork reinforcement completes, reserves from concrete-constituted pile die head
Pour casting concrete at mouth, about concrete grade C20 (or requiring with concrete-constituted pile concrete in layout design)；
(8) form removal: concrete strength carries out form removal after reaching form removal condition, and carries out maintenance by code requirement.
Obviously, above-described embodiment is only for clearly demonstrating example of the present invention, and not to the present invention
The restriction of embodiment.For those of ordinary skill in the field, what spirit under this invention was extended out is aobvious and easy
The change seen or variation still in protection scope of the present invention among.
Claims (7)
1. the construction method that a masonry panel spool wire casing line box secretly buries, it is characterised in that construction is the most first before building wall
Excuting a law construction, described construction of first excuting a law specifically includes following steps:
(1) embedded bar implanted by the base plate of wire casing surrounding and top board at the dark Sunken wire tube of masonry panel；
(2) spool and line box are installed: spool and line box are put in place by design requirement installation；
(3) colligation embedded bar；
(4) fixed spool and line box: spool uses tied silk to be fixed on embedded bar, and line box surrounding and rear side lead to connection box respectively
On rear side of surrounding spacer bar and line box, spacer bar is fixed on embedded bar；
(5) concrete construction column template is installed: install before concrete construction column template, with cystosepiment implant fill line box and slightly
High outlet box 3～5mm, then by line box surrounding and concrete column template proximate；
(6) casting concrete: after concrete column formwork reinforcement completes, from reserved the pouring at mouth of concrete-constituted pile die head
Casting concrete；
(7) form removal: concrete strength carries out form removal after reaching form removal condition, and carries out maintenance by code requirement；
(8) masonry panel: torn masonry panel after concrete construction column template open.
The construction method that masonry panel spool wire casing line box the most according to claim 1 secretly buries, it is characterised in that described step
Suddenly embedded bar employing about A12mm concrete-constituted pile reinforcing bar in (1), the same thickness of wall body of concrete-constituted pile reinforcing bar thickness,
Implantation depth about 200mm, protruded length about 500mm.
The construction method that masonry panel spool wire casing line box the most according to claim 1 secretly buries, it is characterised in that described step
Suddenly in (3), embedded bar includes main muscle and stirrup, and main muscle diameter about 12mm, about stirrup diameter 6mm, spacing 250mm.
The construction method that masonry panel spool wire casing line box the most according to claim 1 secretly buries, it is characterised in that described step
About concrete grade C20 suddenly poured in (6).
5. the construction method that a masonry panel spool wire casing line box secretly buries, it is characterised in that after building wall after construction i.e.
Excute a law construction, described after construction of excuting a law specifically include following steps:
(1) embedded bar implanted by the base plate of wire casing surrounding and top board at the dark Sunken wire tube of masonry panel；
(2) masonry panel: first eject dark Sunken wire tube and line box position control line on flooring, concrete-constituted pile uses with body of wall
Horse tooth trough form connect, first step back into, stay raft width about 60mm, high about 300mm；
(3) spool and line box are installed: spool and line box are put in place by design requirement installation；
(4) colligation embedded bar；
(5) fixed spool and line box: spool uses tied silk to be fixed on embedded bar, and line box surrounding and rear side lead to connection box respectively
On rear side of surrounding spacer bar and line box, spacer bar is fixed on embedded bar；
(6) concrete construction column template is installed: install before concrete construction column template, with cystosepiment implant fill line box and slightly
High outlet box 3～5mm, then by line box surrounding and constructional column template proximate；
(7) casting concrete: after concrete-constituted pile formwork reinforcement completes, from reserved the pouring of concrete-constituted pile die head
Casting concrete at Kou, about concrete grade C20；
(8) form removal: concrete strength carries out form removal after reaching form removal condition, and carries out maintenance by code requirement.
The construction method that masonry panel spool wire casing line box the most according to claim 5 secretly buries, it is characterised in that described step
Suddenly embedded bar employing about A12mm concrete-constituted pile reinforcing bar in (1), the same thickness of wall body of concrete-constituted pile reinforcing bar thickness,
Implantation depth about 200mm, protruded length about 500mm.
The construction method that masonry panel spool wire casing line box the most according to claim 5 secretly buries, it is characterised in that described step
Suddenly in (4), embedded bar includes main muscle and stirrup, and main muscle diameter about 12mm, about stirrup diameter 6mm, spacing 250mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610776592.5A CN106320706A (en) | 2016-08-30 | 2016-08-30 | Masonry-wall line-pipe, line-groove and line-box burying construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610776592.5A CN106320706A (en) | 2016-08-30 | 2016-08-30 | Masonry-wall line-pipe, line-groove and line-box burying construction method |
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| Publication Number | Publication Date |
|---|---|
| CN106320706A true CN106320706A (en) | 2017-01-11 |
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ID=57788558
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|---|---|---|---|
| CN201610776592.5A Pending CN106320706A (en) | 2016-08-30 | 2016-08-30 | Masonry-wall line-pipe, line-groove and line-box burying construction method |
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Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107299761A (en) * | 2017-06-30 | 2017-10-27 | 中国建筑第五工程局有限公司 | A kind of method of fixed building line box |
| CN108316653A (en) * | 2018-03-20 | 2018-07-24 | 中国五冶集团有限公司 | Top plate fixes the accurate installation pre-buried structure and construction method of wall wire box holder |
| CN108390307A (en) * | 2018-03-14 | 2018-08-10 | 中国五冶集团有限公司 | A kind of box installation point construction method |
| CN110206312A (en) * | 2019-06-18 | 2019-09-06 | 中国五冶集团有限公司 | A kind of concrete wall pipeline construction method |
| CN110397188A (en) * | 2019-07-30 | 2019-11-01 | 中信国安建工集团有限公司 | A kind of cracking resistance masonry wall and construction method |
| CN110821169A (en) * | 2019-11-06 | 2020-02-21 | 中冶天工集团天津有限公司 | Quick release device for pre-embedding and shaping water heating point positions of concrete wall |
| CN110847414A (en) * | 2019-10-31 | 2020-02-28 | 上海建工七建集团有限公司 | Electric box equipment support device, wall containing the device and integral pouring method thereof |
| CN110924692A (en) * | 2019-12-02 | 2020-03-27 | 中建三局第三建设工程有限责任公司 | Masonry pipeline direct-buried construction method |
| CN111485712A (en) * | 2020-04-29 | 2020-08-04 | 梅国强 | Building template breakable pin, concrete maintenance method and wire tube embedding method |
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| CN113090046A (en) * | 2021-04-30 | 2021-07-09 | 中国二十二冶集团有限公司 | Positioning method for wire box of fabricated concrete shear wall and special positioning support thereof |
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| CN114039315A (en) * | 2021-12-15 | 2022-02-11 | 山西五建集团有限公司 | Electrical butt joint method for prefabricated wall board, roof board and floor board |
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| CN115749054A (en) * | 2022-11-21 | 2023-03-07 | 韶关市粤仁建设工程有限公司 | Masonry wall modular slotting-free wire pipe reservation and embedding construction method |
| CN116480034A (en) * | 2023-04-23 | 2023-07-25 | 华川建设集团有限公司 | Fireproof and heat-insulating building wall and construction method thereof |
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