CN205777325U - For separating the separation structure of isolated area in large area method for constructing terrace - Google Patents
For separating the separation structure of isolated area in large area method for constructing terrace Download PDFInfo
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- CN205777325U CN205777325U CN201620664103.2U CN201620664103U CN205777325U CN 205777325 U CN205777325 U CN 205777325U CN 201620664103 U CN201620664103 U CN 201620664103U CN 205777325 U CN205777325 U CN 205777325U
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Abstract
The utility model discloses for separating the separation structure of isolated area in a kind of large area method for constructing terrace, including concave ribs and fixed structure；Described fixed structure includes being spaced along the length direction of described concave ribs being arranged in the some contiguous blocks bottom described concave ribs, its length direction is vertical with the length direction of described concave ribs, and the two ends of this contiguous block externally protrude out in the both sides of described concave ribs respectively, offer perforation respectively at the two ends of each contiguous block；Described fixed structure also includes two fixing bolt and the arrangement for adjusting height corresponding with each fixing bolt one to one with two perforation, on described terrace, the position corresponding to described perforation offers and described perforation installing hole one to one, and described fixing bolt coordinates with the installation of described installing hole after described perforation；Described arrangement for adjusting height includes being arranged on described fixing bolt and being positioned at the adjusting nut below described contiguous block and be positioned at the fixing nut above described contiguous block.
Description
Technical field
This utility model relates in a kind of large area method for constructing terrace for separating the separation structure of isolated area.
Background technology
Along with large area concrete abrasion-proof terrace is increasingly widely used in industrial premises, warehouse, large parking lot, surpasses
The engineerings such as sales field, city, logistics center.Its construction method is also evolving: 1, traditional large area concrete abrasion-proof terrace is smooth
More degree controls to take to do ash cake on concrete base layer (structure sheaf) and makes cake or the way of simple score storehouse formwork, its construction joint, row
Ditch, catch pit, the many employings in equilateral angular position, flooring expansion joint install punching block or wooden model blocks the disconnected way treating after-treatment.Should
The terrace of traditional handicraft construction can not meet the requirement to terrace quality such as the modernization industrial premises etc., and often occurs aobvious and easy
The quality problems such as the Large Area Cracking seen, corner losing fangle, have the terrace matter of epoxide terrace paint or plastic floor to surface
Amount impact is the biggest, have impact on use function and Building life cycle, and serious need doing over again is reformed, and causes the wave of manpower and materials
Take, bring unnecessary economic loss and credibility loss to enterprise.2, the most current is big to casting concrete compared with widespread practice
Area abrasion-proof terrace uses angle steel to prop up mode division storehouse, and this construction method can obtain mass effect, but owing to have employed big angulation
Steel, there is certain expense and temporal waste in angle steel assembling and disassembling.
In conjunction with past construction experiences, as a example by part is indoor without gutter industrial premises, uses and use concrete fin rib generation
The construction method that big face terrace is controlled by understudy's steel, the method has not only saved angle steel expense.Simultaneously later stage progress with
And quality control aspect all has greater advantage.
Utility model content
For above-mentioned the deficiencies in the prior art, technical problem to be solved in the utility model is: provides one to save and executes
Work cost and ensure construction quality, can repeat recycling large area method for constructing terrace in for separate isolated area point
Every structure.
For solving above-mentioned technical problem, the technical scheme that this utility model uses is: provide a kind of large area terrace
For separating the separation structure of isolated area in construction method, including concave ribs and for concave ribs level is fixed on
Fixed structure above terrace；Described fixed structure includes being spaced along the length direction of described concave ribs being arranged in described spill
Some contiguous blocks of the bottom of rib, the length direction of described contiguous block is vertical with the length direction of described concave ribs, and
The two ends of described contiguous block externally protrude out in the both sides of described concave ribs respectively, offer respectively at the two ends of each contiguous block and wear
Hole；Described fixed structure also includes one to one with two perforation on each contiguous block two fixing bolt and fixing with each
The arrangement for adjusting height that bolt is corresponding, on described terrace, the position corresponding to described perforation offers with described perforation one by one
Corresponding installing hole, described fixing bolt coordinates with the installation of described installing hole with by described concave ribs water after described perforation
The flat top being fixed on terrace；Described arrangement for adjusting height includes being arranged on described fixing bolt and being positioned under described contiguous block
Side adjusting nut and be arranged on described fixing bolt and be positioned at the fixing nut above described contiguous block, described spill rib
Bar regulates the gap of concave ribs and terrace by this arrangement for adjusting height；Between described concave ribs and described terrace
Mortar all it is filled with in the groove of gap location and described concave ribs.
As optimization, on described fixing bolt, the position between described adjusting nut and contiguous block is also equipped with
First pad.
As optimization, on described fixing bolt, the position between described fixing nut and described contiguous block is also worn
It is provided with the second pad.
As optimization, being filled with mortar in the both sides of described concave ribs, the width of both sides mortar exposes with described contiguous block
Length match.
As optimization, in the bottom of described concave ribs, the position corresponding to described contiguous block offers the first via,
On each contiguous block, the position corresponding to the first corresponding via offers the second via；Described separation structure also includes using
In described contiguous block is fixed on the connecting bolt bottom described concave ribs and attaching nut, described connecting bolt sequentially passes through
Lock with described attaching nut after the first corresponding via and the second via and coordinate.
As optimization, on described connecting bolt, the position between described attaching nut and contiguous block is equipped with
Three pads.
As optimization, described concave ribs uses aluminium alloy to be made.
As optimization, described contiguous block uses aluminium alloy to be made.
For separating the separation structure of isolated area in large area method for constructing terrace of the present utility model, utilize concrete
With the combining form of concave ribs as separation structure, big terrace is divided into some independent regions, it is simple to follow-up jumping storehouse
Construction.Using this separation structure, compared with traditional mode, concave ribs can be with recycling, it is only necessary to by spill rib
Bar is pulled down from contiguous block, controls construction cost.Further, make simple and convenient, can field fabrication process, it addition, use
Concave ribs and the combination of mortar can make the firmness of separation structure higher.
Accompanying drawing explanation
Fig. 1 is the flow chart of this utility model large area method for constructing terrace one embodiment.
Fig. 2 is the schematic diagram of terrace partitioning slot in this utility model big method for constructing terrace one embodiment.
Fig. 3 is the structural representation of this utility model big method for constructing terrace one embodiment middle concave rib.
Fig. 4 is the schematic diagram of separation structure in this utility model big method for constructing terrace one embodiment.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under making creative work premise
The every other embodiment obtained, broadly falls into the scope of this utility model protection.
Refer to Fig. 3 and Fig. 4, for separating isolated area in a kind of large area method for constructing terrace of the present utility model
Separation structure, including concave ribs 10 and for concave ribs 10 level is fixed on the fixed structure above terrace；Described
If fixed structure includes that the length direction along described concave ribs 10 is spaced the involvement of the bottom being arranged in described concave ribs 10
Connecing block 11, the length direction of described contiguous block 11 is vertical with the length direction of described concave ribs 10, and described contiguous block 11
Two ends externally protrude out in the both sides of described concave ribs 10 respectively, offer perforation 12 respectively at the two ends of each contiguous block 11；Institute
State fixed structure also to include two fixing bolt 13 and solid with each one to one with two perforation 12 on each contiguous block 11
Determining the arrangement for adjusting height of bolt 13 correspondence, on described terrace, position corresponding to described perforation 12 offers and wears with described
Hole 12 installing hole one to one, described fixing bolt 13 coordinates with the installation of described installing hole with by institute after described perforation 12
State concave ribs 10 level and be fixed on the top of terrace；Described arrangement for adjusting height includes being arranged on described fixing bolt 13 also
It is positioned at the adjusting nut 15 below described contiguous block 11 and is arranged on described fixing bolt 13 and is positioned at described contiguous block 11
The fixing nut 16 of top, described concave ribs 10 is regulated between concave ribs 10 and terrace by this arrangement for adjusting height
Gap；Sand all it is filled with in gap location between described concave ribs 10 and described terrace and the groove of described concave ribs 10
Slurry.
As preferred structure, position between described adjusting nut 15 and contiguous block 11 on described fixing bolt 13
The place of putting also is equipped with the first pad.
In the present embodiment, position between described fixing nut 16 and described contiguous block 11 on described fixing bolt 13
The place of putting also is equipped with the second pad.
As the preferred mode of one, it is filled with mortar in the both sides of described concave ribs 10, the width of both sides mortar and institute
State the length that contiguous block 11 exposes to match.
In the present embodiment, in the bottom of described concave ribs 10, the position corresponding to described contiguous block 11 offers first
Via 17, on each contiguous block 11, the position corresponding to the first corresponding via 17 offers the second via；Described separation
Structure also includes for described contiguous block 11 is fixed on the connecting bolt 18 bottom described concave ribs 10 and attaching nut, institute
State and coordinate with described attaching nut 19 locking after connecting bolt 18 sequentially passes through the first corresponding via 17 and the second via.
As the preferred mode of one, on described connecting bolt 18 between described attaching nut 19 and contiguous block 11
Position be equipped with the 3rd pad.
In the present embodiment, described concave ribs 10 uses aluminium alloy to be made.Same, described contiguous block 11 uses aluminum
Alloy is made.Described concave ribs 10 and contiguous block 11 may be used without the steel part of in-situ calibration and make.
Referring to Fig. 1 to Fig. 4, large area method for constructing terrace is applicable to industrial premises, parking lot, large supermarket, logistics
Center equal thickness is constructed at the large area concrete abrasion-proof terrace of 40～80mm.Specifically, the large area terrace of the present embodiment is executed
Work method, comprises the following steps:
S1, terrace base cleaning；
The project scale of the present embodiment is: area of mill site about 20000 square metres, frame structure, between mast axis between
Away from for 8 meters to 10 meters, feature is that monolayer area is relatively big, and Factory Building large area is without partition wall, and inter-visibility is good, to abrasion-proof terrace construction
Flatness requirement is high.This engineering method is applicable to industrial premises, parking lot, large supermarket, logistics center's equal thickness 40～80mm
Large area concrete abrasion-proof terrace is constructed.
When base cleaning, owing to floor construction operation is general rearward, basic unit's bed course or slab surfaces concrete, ash rice crust are relatively
Many, labor cleaning is time-consuming, uses concrete rubbish cleaner to root out, post the foot of a wall portion and some dead angles can labor cleaning, then
Use high pressure water flushing wash clean.
After base cleaning, enter terrace and divide storehouse step, according to drawn concrete separating crack layout drawing (see figure 2),
The terrace cleaned out ejects the line of ink marker of aluminum alloy bar, and on the line of ink marker two end wall column, carries out labelling to cut along this line
Seam, i.e. terrace joint-cutting frame bar (being also rib sideline) must overlap with aluminum alloy bar template line in case construction joint ftractures.
S2, terrace divide storehouse, and for terrace is divided into some independent construction areas, wherein, employing concrete rib will
Terrace is divided into some independent construction areas, and this step includes following sub-step:
S21, making concave ribs 10: the bottom of each concave ribs 10 is connected with some contiguous blocks 11, Ke Yishi
Welding, it is also possible to be to use above-mentioned connecting bolt 18 to connect, so that described some contiguous blocks 11 and described concave ribs 10
Bottom fix, and along concave ribs 10 length direction be spaced arrange, each contiguous block 11 is respectively provided with from described concave ribs
10 widths expose to the two ends of described concave ribs 10；Hole 12 is drilled respectively at the two ends of described each contiguous block 11, with
Completing the making of each concave ribs 10, the structure of described concave ribs 10 refers to Fig. 3；
Connect according to connecting bolt 18, then need the position corresponding to each contiguous block 11 in the bottom of concave ribs
Offer the first via 17 of correspondence, each contiguous block offers the second via corresponding at the first corresponding via 17.
In the present embodiment, described concave ribs 10 uses 2mm thickness aluminium alloy concave ribs, additionally uses 50* thick for 2mm
The aluminium alloy platelet (contiguous block 11) of 100 sizes and concave ribs 10 bottom welding, prior electric bench drill is at described contiguous block
The two ends of 11 drill hole 12 φ 14@1000mm.Intelligible, in other examples, described concave ribs 10 can also be adopted
Using other materials, the present embodiment uses aluminium alloy be mainly in view of the carrying light, convenient of its material and install.
S22, region separate: illustrate rib sideline (the most above-mentioned terrace seam frame bar) on terrace according to construction requirement, with
Terrace is separated into some independent regions, and the order of this S22 step can be exchanged with S21 step.
S23, basic unit's boring: bore in the basic unit of position hole corresponding to described contiguous block 11 in each rib sideline and pacify
Dress hole, so that the installing hole in basic unit and perforation 12 one_to_one corresponding of each contiguous block 11；
In this step, the aluminium alloy concave ribs 10 template sideline ejected the most on the ground according to rib sideline figure, use
Impact is drilled on concrete base layer brill installing hole φ 12 1000, Kong Weiyu platelet hole aligning, and in eyelet, eliminating impurities is clean.
S24, fixed concave rib 10: each rib is placed on the rib sideline of correspondence, makes each concave ribs 10
On each contiguous block 11 on perforation 12 be directed at one by one with the installing hole at corresponding rib edge positions, each contiguous block 11
Two fixing bolts 13 are used to be fixed, even if two fixing bolts 13 are each passed through the perforation at two ends on described contiguous block 11
Install with corresponding installing hole after 12 and coordinate, after described each concave ribs 10 is installed successfully, between concave ribs 10 and terrace
There is predetermined spacing distance；
Described fixing bolt 13 is expansion bolt, uses M8 expansion bolt to fix contiguous block 11, at the screw rod at three meters of interval
Top, the HRB400 level reinforcing bar 14 of the Φ 12 of a piece 200mm length of welding, and the absolute altitude in structure is caused screw-thread steel, by redness
Adhesive tape is wound around, and detects for absolute altitude.
S25, concave ribs 10 level height regulate: be used for making each concave ribs 10 be the level of state, and make all recessed
Shape rib 10 is positioned at same level height；Wherein, each fixing bolt 13 and two nut screw connection are made to regulate contiguous blocks 11
Highly, i.e. make two nuts be arranged in correspondence a fixing bolt 13 on, be wherein positioned at below contiguous block 11 for regulation spiral shell
Female 15, being positioned at above contiguous block 11 is fixing nut 16；
In the present embodiment, between adjusting nut 15 and contiguous block 11, it is provided with the first pad, in fixing nut 16 and company
Connect and between block 11, be provided with the second pad.
In this step, two fixing bolts 13 on each contiguous block 11 are all cased with lower adjusting nut 15 and upper fixing nut
16, regulate the height of contiguous block 11 by screwing lower adjusting nut 15, make contiguous block 11 be fixed on by upper fixing bolt 13
On corresponding height, the height regulating each each section of concave ribs 10 with this, make concave ribs 10 be in level, from
And make all concave ribs 10 be positioned at same level height by regulating each concave ribs 10.
Aluminium alloy concave ribs end face must draw wide line alignment to heighten, and wide line tractive length not should be greater than 30m and tightens, and with
The partitioning slot sideline (rib sideline) ejected on ground overlaps, and fixing should firmly, stably.
In the present embodiment, aluminium alloy end face absolute altitude and flatness are the keys of floor construction, fixing complete and according to spiral shell
After screw-thread steel elevation line on bolt draws wide line or laser leveler leveling (just putting down, i.e. the discrepancy in elevation≤± 3mm), levelling as follows
(essence is flat, i.e. the discrepancy in elevation≤± 0.5mm) checks:
1) along whole concave ribs length direction, by S1 level gauge and scale inspection, if injustice can pass through adjusting nut
15 leveling.
2) for guaranteeing accurate reading and degree of accuracy, level gauge decorating position should not too far, and it measures distance no more than 20m,
Error control is within ± 0.5mm.
3) aluminium alloy levelling (essence is flat) and the bolt regulation of whole process is responsible for by special messenger, in order to avoid occurring that manual operation is by mistake
Difference.
Note: at ordinary times, if end face is high, first backspin adjusting nut 15 makes end face reach requirement absolute altitude, then tightens for a, essence
Fixing nut 16；If end face is low, first on be rotated with and determine nut 16, then after upper rotation adjusting nut 15 makes end face reach requirement absolute altitude
Tighten fixing nut 16.
After b, essence are flat, forbid to trample and touch, all coat releasing agent at concave ribs lateral surface and bottom surface, it is simple to follow-up recessed
The taking-up of shape rib 10.Use 1:2.5 cement mortar to bottom gap plugging the effect of playing fixing rib immediately.
S26, mortar block: use cement mortar to block the gap between each concave ribs 10 and terrace also
Play the effect of fixed concave rib 10；
S27, rib Baltimore groove are clogged: use the concave ribs of cement mortar blocking concave ribs 10 and receive light on surface,
Thus being arranged in each concrete rib at the corresponding rib sideline illustrated, thus complete described some independent construction areas
The separation in territory；
Owing to there being strict elevation control in this groove, and it is little to pour area, therefore uses small-sized charging basket from mixing 1:2.5 cement bonded sand
Slurry, by manually pouring and receiving light on surface.After having clogged, with the absolute altitude minute inspection to floating screed of the laser levelling instrument, to part
Out-of-flatness or absolute altitude problematic concave ribs end face carry out polishing or filling up process.
In the present embodiment, before S3 step, also include the step of assembling reinforcement, it may be assumed that
(1) abrasion-proof terrace is provided with reinforced mesh, makes according to the separation after above-mentioned floating screed and installs mesh sheet reinforcing bar；
(2) reinforced mesh is by design and specification making, colligation.
S3, jumping storehouse casting concrete；This step includes following sub-step:
S31, basic unit clean out before concreting, it is moistening to sprinkle water；
S32, spot-check concrete slump at any time when pouring, slump is the least, with when vibrating can pulp as principle,
In order to avoid the slump excessive generation bleeding, isolation or shrink excessive in course of hardening；
S33, concreting plug-in type vibrating rod are flat drag vibration compacting after, first with flat at the beginning of floating rule, depending on concrete condition and
Shi Jinhang feed supplement or root out unnecessary concrete, holds long aluminium alloy floating rule two ends in aluminium alloy concave ribs floating screed both sides, subsequently to scrape
Chi is repeated concrete along its length against concave ribs end face and strikes off, the timely feed supplement of concave surface, and it is unnecessary that cleaning in time scrapes
Concrete；
S34, flatness inspection, when the most levelling by ground, irregularly with long aluminium alloy floating rule before concrete initial set
Side repairs in time.Concreting completes and after flatness passed examination, is handed over to wearing layer unit in charge of construction, and carries out handing-over inspection
Record.
S4, wearing layer are constructed；
Wearing layer construction is to proceed by complete and brushing sealing compound to Surface Machining, by specially after concrete is closed flat
Industry construction team operates special mechanical work and completes.
S5, maintenance and finished product protection.
(1) maintenance:
Abrasion-proof terrace sprays or brushing sealing compound maintenance after constructing 5～6 hours, to prevent the sharp acute of its surface moisture from steaming
Send out, ensure the steady growth of high-abrasive material intensity.During winter construction, also should cover layer of plastic film and add straw bag.During maintenance
Between be more than 7 days.
(2) finished product protection:
1), during abrasion-proof terrace maintenance, new construction abrasion-proof terrace periphery should draw warning line, caution slogan, and is seen by special messenger
Pipe, prevented people in morning upper thing damage terrace.
2) when abrasion-proof terrace surface strength is not up to design strength, the equipment of iron tyre is forbidden to slide above, with
And sharp sword, hard thing draw above, in order to avoid abrasion-proof terrace surface sustains damage.
3, large area method for constructing terrace as claimed in claim 1, it is characterised in that S3 step includes following sub-step
Rapid:
In the present embodiment, also include:
S6, joint-cutting and joint filling
(1) joint-cutting:
1) opportunity accurately grasping cutting expansion joint is crucial, has cut early and has easily collapsed limit, cut late and do not had telescopic action.
According to relevant research data, the optimum Cutting intensity of concrete is 3.0Mpa, it is allowed to the shortest lancing time is 280 DEG C of h.First carry out
Transverse expansion joint is cut, and longitudinal expansion joint is a point storehouse seam crossing, until point storehouse follow-up pour be partially completed after cut again.
2) the straight of cutting expansion joint depends on snap the line and cutting two aspects, snap the line outside aluminium alloy concave ribs, chooses
Special messenger's cutting that selecting technology is skilled, it is ensured that partitioning slot is straight.
3) depth of cut should be at least the 1/3 of terrace thickness, and must be cut off by aluminium alloy platelet, and sequence placing (first waters
Water position after with) joint seam the degree of depth be at least the 1/2 of terrace thickness.
4) for preventing frame column periphery terrace from irregular crackle occurring and is easy to joint-cutting, square post cutting rhombus seam,
Rectangular column cutting rectangular slits.
This joint-cutting step is for cutting being close to concave ribs both sides, and is cut off by aluminium alloy platelet along road, from
And take out aluminum alloy bar and be continuing with.
(2), joint filling:
(1) after joint-cutting, first the aluminum alloy bar of construction is taken out, then the compo produced in partitioning slot both sides is removed,
Avoid being difficult to after drying clear up.
(2) need before joint filling to remove the hook such as handstone, dregs in seam, then remove the interior dust of seam with industrial dust collector,
If desired available water rinse, to be dried after require joint filling further according to design.
(3) first clogging the sponge adhesive tape of φ 6 bottom expansion joint, polyurethane sealant special glue gun in top is uniformly filled out
Fill.Noting filling uniform, full during filling, must not have the phenomenon such as cavity, broken end, filling limit, limit is modified, and makes smooth surface, suitable
Directly, attractive in appearance.Simultaneously, it is to avoid avoid edge, expansion joint and region in addition are polluted, once pollute and should remove in time, necessary
Time can be by chemical solvent free from corrosion to abrasion-proof terrace.
S7, follow-up casting concrete abrasion-proof terrace
The aluminum alloy bar in floating screed point storehouse i.e. can be used for the construction of follow-up casting concrete abrasion-proof terrace, casting concrete after removing
Front to aluminum alloy bar, basic unit, reinforcing bar secondary to be carried out cleaning, reparation.
Large area method for constructing terrace of the present utility model, compared with prior art, has the effect that
1, use with ribbing point of storehouse of concrete, it is possible to by engineering actually active division terrace module, be conducive to controlling terrace table
Surface evenness, and can reduce or avoid the cast-in-place terrace of large area to shrink, because of variations in temperature or concrete hardening, the cracking caused
Deng, thus conscientiously improve the construction quality of abrasion-proof terrace.
2, use with ribbing point of storehouse of concrete, and first pour molding by with ribbing for concrete.In practice of construction can by actual enter
Degree partition territory pours, and avoids jumping storehouse and pour, and the organization work to concreting is strong.
3, this engineering method is simple and easy to operate, reliable in quality, and labor intensity is low, and efficiency of construction is high, and the beneficially reduction of erection time.
4, use with ribbing point of storehouse of concrete, after having poured, utilize with ribbing for track directly with 4.5 meters of long tool ruler sides
Levelling, levelling technique is simple, quick.
5, this engineering method is the concrete embodiment of fine-grained management, green construction, ensure that quality and progress with traditional method ratio,
Save cost than while guarantee period every advantage with current up-to-date employing angle steel point storehouse, and construction organization has been provided pole
Big facility.
These are only embodiment of the present utility model, not thereby limit the scope of the claims of the present utility model, every profit
The equivalent structure made by this utility model description and accompanying drawing content or equivalence flow process conversion, or directly or indirectly it is used in it
The technical field that he is correlated with, is the most in like manner included in scope of patent protection of the present utility model.
Claims (8)
1. for separating the separation structure of isolated area in a large area method for constructing terrace, it is characterised in that: include spill
Rib and for concave ribs level is fixed on the fixed structure above terrace；Described fixed structure includes along described spill
The length direction interval of rib is arranged in some contiguous blocks of bottom of described concave ribs, the length direction of described contiguous block with
The length direction of described concave ribs is vertical, and the two ends of described contiguous block externally protrude out in the both sides of described concave ribs respectively,
Perforation is offered respectively at the two ends of each contiguous block；Described fixed structure also includes with two perforation on each contiguous block one by one
Corresponding two fix bolt and the arrangement for adjusting height corresponding with each fixing bolt, wear corresponding to described on described terrace
The position in hole offers and described perforation installing hole one to one, described fixing bolt through after described perforation with described peace
Dress hole is installed and is coordinated with the top that described concave ribs level is fixed on terrace；Described arrangement for adjusting height includes being arranged in institute
State on fixing bolt and be positioned at the adjusting nut below described contiguous block and be arranged on described fixing bolt and be positioned at described
Fixing nut above contiguous block, described concave ribs is regulated between concave ribs and terrace by this arrangement for adjusting height
Gap；Mortar all it is filled with in gap location between described concave ribs and described terrace and the groove of described concave ribs.
2. for separating the separation structure of isolated area, its feature in large area method for constructing terrace as claimed in claim 1
It is: on described fixing bolt, the position between described adjusting nut and contiguous block is also equipped with the first pad.
3. for separating the separation structure of isolated area, its feature in large area method for constructing terrace as claimed in claim 1
It is: on described fixing bolt, the position between described fixing nut and described contiguous block is also equipped with the second pad
Sheet.
4. for separating the separation structure of isolated area, its feature in large area method for constructing terrace as claimed in claim 1
Being: be filled with mortar in the both sides of described concave ribs, the length that the width of both sides mortar exposes with described contiguous block matches.
5. for separating the separation structure of isolated area, its feature in large area method for constructing terrace as claimed in claim 1
It is: in the bottom of described concave ribs, the position corresponding to described contiguous block offers the first via, at each contiguous block
On offer the second via corresponding to the position of the first corresponding via；Described separation structure also includes for by described connection
Block is fixed on the connecting bolt bottom described concave ribs and attaching nut, and described connecting bolt sequentially passes through the first mistake of correspondence
Lock with described attaching nut behind hole and the second via and coordinate.
6. for separating the separation structure of isolated area, its feature in large area method for constructing terrace as claimed in claim 5
It is: on described connecting bolt, the position between described attaching nut and contiguous block is equipped with the 3rd pad.
7. for separating the separation structure of isolated area, its feature in large area method for constructing terrace as claimed in claim 1
It is: described concave ribs uses aluminium alloy to be made.
8. for separating the separation structure of isolated area, its feature in large area method for constructing terrace as claimed in claim 1
It is: described contiguous block uses aluminium alloy to be made.
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| CN201620664103.2U CN205777325U (en) | 2016-06-29 | 2016-06-29 | For separating the separation structure of isolated area in large area method for constructing terrace |
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| CN201620664103.2U CN205777325U (en) | 2016-06-29 | 2016-06-29 | For separating the separation structure of isolated area in large area method for constructing terrace |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571137A (en) * | 2018-05-04 | 2018-09-25 | 常州市远川机房设备有限公司 | A kind of splicing support mechanism for outdoor flooring |
-
2016
- 2016-06-29 CN CN201620664103.2U patent/CN205777325U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571137A (en) * | 2018-05-04 | 2018-09-25 | 常州市远川机房设备有限公司 | A kind of splicing support mechanism for outdoor flooring |
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