CN204715424U - Diaphragm wall seam is anti-streams enclosure device - Google Patents
Diaphragm wall seam is anti-streams enclosure device Download PDFInfo
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- CN204715424U CN204715424U CN201520413863.1U CN201520413863U CN204715424U CN 204715424 U CN204715424 U CN 204715424U CN 201520413863 U CN201520413863 U CN 201520413863U CN 204715424 U CN204715424 U CN 204715424U
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Abstract
The utility model belongs to diaphragm wall seam technical field of construction, stream for solving the anti-concrete of traditional diaphragm wall seam, the outside shutoff of sand pocket is filled outside i iron, labor intensive material resources, length consuming time, seam easily oozes water problem, provides a kind of diaphragm wall seam to prevent streaming enclosure device and construction method.On seam i iron bottom flange inside upper part and the elongated welding galvanized steel plain sheet of top girth lower inside, seam i iron web dorsal part, colligation sealing plate and sealing plate top arrange and are fixed on the seam case of leading on wall; Open in horn-like in galvanized steel plain sheet decentralization process, outside sealing plate, two row's fixed bars are fixed; Sealing plate top, seam i iron are welded and fixed muscle between lower wing plate.Be applicable to the construction of diaphragm wall seam, when preventing from pouring into, concrete streams, and ensures seam construction quality, improves seam shearing resistance and anti-leakage ability.Operability is large, generalization is strong.Apply in construction of diaphragm wall, application novelty is reliable, technical maturity is advanced.
Description
Technical field
The utility model belongs to diaphragm wall seam technical field of construction, is specifically related to a kind of diaphragm wall seam and prevents streaming enclosure device.
Background technology
The harm that underground continuous wall connector streams mainly contains following 2 points: if one is that the concrete block of this protrusion does not remove, transferring of lower width diaphragm wall reinforcing cage will be had influence on, make the sealing reinforcing bar of reinforcing cage can not near the web of to have built diaphragm wall H profile steel, affect the lap width of joint, protrude concrete block below have brush wall device brush not dead angle, this part then can sedimentary clay skin, after two width bodies of wall are built, there is the mud seam of through body of wall in centre, after excavation of foundation pit, form leaking hole, bury potential safety hazard to excavation of foundation pit.Two is stream concrete adjacent two width reinforcing cages can not effectively be overlapped.Stream concrete make sealing muscle and H profile steel web spacing too large, cause the clear area occurring steel between two width reinforcing cages, after concreting, this crack district then becomes plain concrete district, cause diaphragm wall can not be overall stressed, become the weak link that space enclosing structure is stressed.When after excavation of foundation pit, due to Water And Earth Pressures, the plain concrete district between two width bodies of wall very easily ftractures, and occurs leaking, and groundwater table near reducing, then may cause the significantly sedimentation of adjacent structure, lead to major accident.
Traditional anti-concrete in diaphragm wall first phase groove section seam i iron wing plate both sides streams, what adopt is fill sand pocket outside i iron to carry out outside shutoff, the method labor intensive, material resources are larger, consuming time longer, and part contacts with concrete the sand pocket solidified, in the second stage of groove section work progress, it is larger to wash away difficulty, easily cause seam crossing to occur being mingled with sand pocket, cause seam to have water leakage.
Summary of the invention
The utility model streams to solve the anti-concrete of traditional diaphragm wall seam, adopt outside i iron and fill the outside shutoff of sand pocket, labor intensive, material resources, length consuming time, the problem easily causing seam to have water leakage, provides a kind of diaphragm wall seam and prevents streaming enclosure device.
The utility model is realized by following technical scheme: a kind of diaphragm wall seam is anti-streams enclosure device, it is arranged based on diaphragm wall reinforcing cage and seam i iron, and what be included in that the sealing plate of colligation on the galvanized steel plain sheet of seam i iron bottom flange inside upper part and the elongated welding of top girth lower inside, seam i iron web dorsal part and sealing plate top arrange is fixed on the seam case of leading on wall; Open in horn-like in described galvanized steel plain sheet decentralization process, fix with two row's fixed bars outside described sealing plate; Muscle is welded and fixed between the top of sealing plate, the upper lower wing plate of seam i iron.
Along seam i iron top girth side, galvanized steel plain sheet top, the smooth and easy fixing reinforcing bar being provided with fixing galvanized steel plain sheet.Described sealing plate is the cystosepiment of outside Polypropylence Sheet environmental sealing; The seam i iron web position of colligation sealing plate is symmetrical porose up and down, is connected with iron wire in hole, and iron wire passes sealing plate colligation on the fixed bar in sealing plate (4) outside, and fixed bar has two rows, is bamboo pole.
Diaphragm wall seam is anti-streams construction method, it is characterized in that: carry out in the welding of diaphragm wall reinforcing cage and decentralization process, its construction sequence is: install galvanized steel plain sheet after the seam i iron of welded reinforcement cage both sides, along length of reinforcing cage direction, at the elongated welding galvanized steel plain sheet of seam i iron bottom flange inside upper part, then continue welded reinforcement cage; After reinforcing cage has welded, at the elongated welding galvanized steel plain sheet of seam i iron top girth lower inside; Seam i iron web dorsal part colligation sealing plate, then transfers reinforcing cage; Transfer after reinforcing cage completes, tightly transfer seam case to sealing plate top along seam i iron web dorsal part, transfer after putting in place, fixing seam case.
Specifically comprise the steps: 1), galvanized steel plain sheet is installed: after the seam i iron of welded reinforcement cage both sides, lay galvanized steel plain sheet in seam i iron bottom flange inside upper part and overlap, then the bottom level muscle of reinforcing cage is laid, horizontal bar and seam i iron two-sided welding, fix with the spot welding of galvanized steel plain sheet contact site, after bottom level muscle has welded, carry out vertical muscle bottom reinforcing cage, truss, upper longitudinal bar, upper level muscle welds, after reinforcing cage has welded, at reinforcing cage top, seam i iron top girth lower inside is laid galvanized steel plain sheet and is overlapped, fixing reinforcing bar is laid along long along seam i iron top girth side, fixing reinforcing bar and Spot Welding of Galvanized Steels are fixed, 2), sealing plate is installed: calculate the length that seam case inserts seam i iron, seam i iron is for inserting the remainder colligation sealing plate outside seam case: sealing plate adopts the cystosepiment of outside colour bar Polypropylence Sheet environmental sealing, and tape-stripping becomes sealing overall, at the seam i iron web position of described colligation sealing plate, upper and lower symmetry is got into the cave, and after sealing plate is filled in, outwards wears iron wire from web inside, fixes up and down with two row's bamboo poles, at the tip position of sealing plate, between the top of seam i iron, bottom flange, weld some fixing muscle, 3), reinforcing cage is transferred: in reinforcing cage decentralization process, be horn-like opening by each galvanized steel plain sheet, transfer while open, until transferred, 4), seam case is installed: after reinforcing cage has been transferred, lifting seam case, slowly transfers along seam i iron web dorsal part, after putting in place, be fixed on lead above wall with channel-section steel.
Before reinforcing cage is transferred, carry out the examination of groove section, choose >=5 points carry out groove depth examination, and two terminations are respectively chosen a bit, transfer when transferring by leading the groove fragment position of demarcating above wall; Top board and base plate, toward in decentralization process in groove section, are horn-like opening by reinforcing cage, transfer while open, until transferred.
Technological principle of the present utility model mainly comprises the following aspects: during the welding of diaphragm wall reinforcing cage, along length of reinforcing cage direction, the galvanized steel plain sheet that lower wing plate inner edge elongated welding 30cm is wide on seam i iron; After reinforcing cage has welded, according to cage length, groove depth, seam case length, calculate the vacant length of reinforcing cage seam web, carry out the colligation of sealing plate; Lifting in the process transferred at diaphragm wall reinforcing cage in groove section, is horn-like opening by galvanized steel plain sheet; After reinforcing bar cage hoisting completes, at seam i iron place, seam case is installed.
According to seam case length with lead that wall top mark is high, diaphragm wall top mark is high, calculate the length that seam case inserts i iron, remainder colligation sealing plate.Sealing plate adopts the cystosepiment of outside colour bar Polypropylence Sheet environmental sealing, and tape-stripping becomes sealing overall; Sealing plate Main Function is: due to distance bottom land 30cm bottom diaphragm wall reinforcing cage, during for preventing filling concrete, concrete is avoided to stream in the i iron of bottom from bottom land, save concrete, cystosepiment is convenient to punching and can intercepts concrete enter I-shaped steel tank inside, when preventing the second stage of groove section perforation from constructing simultaneously, occur repairing hole not in place, when causing the second stage of groove section to be built, there is infiltration phenomenon in seam crossing leakiness.
Consider that bottom groove section, buoyancy is comparatively large, cystosepiment globality is poor, in the process that reinforcing bar cage hoisting is transferred, is easily washed out, therefore adopts colour bar cloth parcel in cystosepiment outside, tape-stripping, forms sealing overall.At the web position of colligation cystosepiment, interval 1m respectively bores the duck eye that 2 diameters are less than 5mm up and down, after cystosepiment is filled in, outwards wears iron wire at duck eye position from web inside, and employing is carried out entirety with two row's bamboo poles up and down and fixed.For preventing i iron from floating further, the tip position of i iron cystosepiment, between upper lower wing plate with 3 diameter 20 reinforcement welding on wing plate, when preventing reinforcing cage from transferring, cystosepiment is at buoyancy float downward.Galvanized steel plain sheet adopts i iron interior groove section to close to prevent streaming principle, and galvanized steel plain sheet is in filling process, and groove intersegmental part concrete percussion is opened, and with both sides cell wall close contact, prevents concrete from streaming to groove section outside.
Galvanized steel plain sheet is installed in reinforcing cage welding process, first two side seams i iron are welded, after i iron has welded, inside i iron base plate, top, edge of a wing laying 0.5mm is thick, the wide galvanized steel plain sheet of 30cm, lap width 5cm, then bottom level reinforcing bar is laid, horizontal bar welds with the two-sided 5d of i iron, with the spot welding of galvanized steel plain sheet contact portion, after bottom level muscle has welded, carry out the vertical muscle in bottom, truss welding, finally weld upper longitudinal bar, horizontal bar, after reinforcing cage has welded, 0.5mm is laid thick at i iron top girth inside front, the wide galvanized steel plain sheet of 30cm, lap width 5cm, usually lay C16 reinforcing bar along galvanized steel plain sheet and fix galvanized steel plain sheet, carry out spot welding every 0.5m reinforcing bar and galvanized steel plain sheet to fix.
Before reinforcing cage is transferred, when carrying out the examination of groove section, at least should choose 5 points and carry out groove depth examination, wherein two terminations are respectively chosen a bit, guarantee that the groove section degree of depth and seam hole quality meet design requirement.According to leading the groove fragment position of demarcating above wall when transferring, accurately locating, slowly transferring, prevent because locating inaccurate or transferring too fast, cell wall scratches, and damages cystosepiment and galvanized steel plain sheet, and impact is anti-streams effect.Reinforcing cage, toward in decentralization process in groove section, arranges special messenger to be horn-like opening by galvanized steel plain sheet, transfers while open, until transferred; Galvanized steel plain sheet is pre-opening, when being convenient to concreting, under concrete impact force action, can be combined with cell wall completely, prevent concrete from streaming from i iron both sides, waste concrete.
Prevent streaming effect inspection: during the second stage of groove section construction, by plummet, i iron seam is detected, plummet transfers to the end along web inwall, carry lining rope back and forth, whether induction web inside has concrete to remain, and is rubbed simultaneously feel by plummet and web, measure lining rope top and web top spacing, calculate seam verticality, after excavation of foundation pit, site inspection seam areas is anti-streams effect.
The anti-construction method Successful utilization that streams of diaphragm wall seam is in construction, this engineering method is used mainly to solve following problem: the galvanized steel plain sheet of i iron both sides adds the sealing of groove section, decrease concrete from streaming between i iron and cell wall, save concrete; The use of cystosepiment, avoids concrete to stream in the i iron of bottom from bottom land, saves concrete, and cystosepiment is convenient to punched hole construction and can intercepts concrete enter I-shaped steel tank inside simultaneously, guarantees that seam seam is closely knit, improves seam impermeability; Bottom land is concrete to stream, and ensures seam construction quality simultaneously; Seam top is anti-streams seam case, can recycle, and disposable lifting puts in place, can reduce streaming of top concrete, guarantee perforation construction quality, save time simultaneously; During later stage excavation of foundation pit, by contrast, seam Comprehensive Preventing streams construction Be very effective, well solves diaphragm wall seam leakage problem.
Streaming comprehensive construction method carries out quality control to diaphragm wall seam to adopt diaphragm wall seam to prevent, the sealing of groove section is increased by galvanized steel plain sheet, avoid or reduce concrete streaming from i iron both sides, configure cystosepiment and seam case simultaneously, reduce concrete to stream with i iron top bottom groove section, decrease concrete waste, and control the construction quality of diaphragm wall seam well, in whole work progress, each operation will closely be connected, accurate positioning when reinforcing cage is transferred, guarantees to prevent streaming effect.Compared with traditional seam lap guard method for stream processing, the method is convenient and swift, Be very effective, and average each seam saves cystosepiment 2.5m
3, colour bar cloth 30m
2, 2 artificial, concrete 2 m
3, cost-saving 1635 yuan.Seam case can utilize by iterative cycles simultaneously, and save the engineering time, economic benefit is very outstanding.
Social benefit: in the process that method described in the utility model is implemented, seam case can recycle, disposablely to be in place, save seam to prevent streaming the processing time, decrease the second stage of groove section joint treatment time simultaneously, shorten the duration accordingly, improve shearing resistance and the anti-leakage ability of seam, decrease the harmful effect that cystosepiment causes environment simultaneously, observed by later stage excavation of foundation pit seam anti-leakage, effect is fairly obvious, be subject to the high evaluation of owner's management and colleague, the utility model is easy and simple to handle simultaneously, safety, fast, economical, social benefit is obvious, in the work items of space enclosing structure diaphragm wall at home, promotion prospect is very wide.
The utility model is applicable to the construction of diaphragm wall seam, and when preventing from pouring into, concrete streams, and ensures seam construction quality, improves shearing resistance and the anti-leakage ability of seam.Operability is large, generalization is strong.Apply in construction of diaphragm wall, the application of its key technology be novel, reliable, technical maturity, advanced person, for similar engineering reference.
Accompanying drawing explanation
Fig. 1 is that diaphragm wall seam described in the utility model prevents streaming enclosure device structural representation; Fig. 2 is that diaphragm wall seam described in the utility model prevents streaming enclosure device top view; Fig. 3 is seam case schematic diagram; Fig. 4 is seam case cross-sectional drawing; Fig. 5 is that diaphragm wall seam described in the utility model prevents streaming construction flow chart; Fig. 6 is three line transfer plan views in embodiment.
In figure: b.1-b number line left center; B.2-b number line right wing center; 1-reinforcing cage; 2-seam i iron; 3-galvanized steel plain sheet; 4-sealing plate; 5-fixed bar; 6-fixes muscle; 7-seam case; 7.1-[40a channel-section steel; 7.2-[32c channel-section steel; 8-fixes reinforcing bar.
Detailed description of the invention
A kind of diaphragm wall seam is anti-streams enclosure device, it is arranged based on diaphragm wall reinforcing cage 1 and seam i iron 2, and what be included in that the sealing plate 4 of colligation on the galvanized steel plain sheet 3 of seam i iron 2 bottom flange inside upper part and the elongated welding of top girth lower inside, seam i iron 2 web dorsal part and sealing plate 4 top arrange is fixed on the seam case 7 of leading on wall; Open in horn-like in described galvanized steel plain sheet 3 decentralization process, fix with two row's fixed bars 5 outside described sealing plate 4; Muscle 6 is welded and fixed between the top of sealing plate 4, the upper lower wing plate of seam i iron 2.
Along seam i iron 2 top girth side, galvanized steel plain sheet 3 top, the smooth and easy fixing reinforcing bar 8 being provided with fixing galvanized steel plain sheet.Described sealing plate 4 is the cystosepiment of outside Polypropylence Sheet environmental sealing; The seam i iron web position of colligation sealing plate is symmetrical porose up and down, and be connected with iron wire in hole, iron wire passes on the fixed bar 5 of sealing plate colligation outside sealing plate 4, and fixed bar has two rows, is bamboo pole.
Diaphragm wall seam is anti-streams construction method, carry out in the welding of diaphragm wall reinforcing cage and decentralization process, its construction sequence is: install galvanized steel plain sheet after the seam i iron of welded reinforcement cage both sides, along length of reinforcing cage direction, at the elongated welding galvanized steel plain sheet of seam i iron bottom flange inside upper part, then continue welded reinforcement cage; After reinforcing cage has welded, at the elongated welding galvanized steel plain sheet of seam i iron top girth lower inside; Seam i iron web dorsal part colligation sealing plate, then transfers reinforcing cage; Transfer after reinforcing cage completes, tightly transfer seam case to sealing plate top along seam i iron web dorsal part, transfer after putting in place, fixing seam case.
Specifically comprise the steps: 1), galvanized steel plain sheet is installed: after the seam i iron of welded reinforcement cage both sides, lay galvanized steel plain sheet in seam i iron bottom flange inside upper part and overlap, then the bottom level muscle of reinforcing cage is laid, horizontal bar and seam i iron two-sided welding, fix with the spot welding of galvanized steel plain sheet contact site, after bottom level muscle has welded, carry out vertical muscle bottom reinforcing cage, truss, upper longitudinal bar, upper level muscle welds, after reinforcing cage has welded, at reinforcing cage top, seam i iron top girth lower inside is laid galvanized steel plain sheet and is overlapped, fixing reinforcing bar is laid along long along seam i iron top girth side, fixing reinforcing bar and Spot Welding of Galvanized Steels are fixed, 2), sealing plate is installed: calculate the length that seam case inserts seam i iron, seam i iron is for inserting the remainder colligation sealing plate outside seam case: sealing plate adopts the cystosepiment of outside colour bar Polypropylence Sheet environmental sealing, and tape-stripping becomes sealing overall, at the seam i iron web position of described colligation sealing plate, upper and lower symmetry is got into the cave, and after sealing plate is filled in, outwards wears iron wire from web inside, fixes up and down with two row's bamboo poles, at the tip position of sealing plate, between the top of seam i iron, bottom flange, weld some fixing muscle, 3), reinforcing cage is transferred: in reinforcing cage decentralization process, be horn-like opening by each galvanized steel plain sheet, transfer while open, until transferred, 4), seam case is installed: after reinforcing cage has been transferred, lifting seam case, slowly transfers along seam i iron web dorsal part, after putting in place, be fixed on lead above wall with channel-section steel.
For certain city's rail line engineering construction, certain city's rail line civil works is interval containing a station one, and design mileage in A station is: DK0+169.00 ~ DK0+584.00.Aa station is a line second seat coach station, and formed with b line and change on the same stage, distribution pattern is twin islet four line, and b line is in outside, and a line is behind station, inner side and turn back, and T word of simultaneously standing with c line Ac is changed to, as shown in Figure 6.A, b line station total length 415.000m, standard paragraphs is wide is 53.1m; C line station is a F3/B3 station, both sides, island, the long 254m in station, wide 34m, and transfer node foundation ditch adopts large-scale circular Construction of Supporting, and circular support diameter 82m, foundation ditch main body space enclosing structure all adopts 800mm diaphragm wall.Stratum is from top to bottom: miscellaneous fill, gravel layer, softly mould shape silty clay, plastic shape silty clay, plastic shape silty clay, hard plastic shape silty clay, completely decomposed Cretaceous System conglomerate, argillaceous siltstoue rock, severely-weathered conglomerate, severely-weathered argillaceous siltstoue, middle weathering conglomerate, middle weathering argillaceous siltstoue, gentle breeze conglomerate, gentle breeze argillaceous siltstoue; Station underground water is mainly divided into perched water, Quaternary system loose soil bed pore ground water, horizon d weathered zone fissure water by tax mode of depositing.
1. galvanized steel plain sheet construction during diaphragm wall perfusion: traditional anti-concrete in diaphragm wall first phase groove section seam i iron wing plate both sides streams, what adopt is fill sand pocket outside i iron to carry out outside shutoff, the method labor intensive, material resources are larger, consuming time longer, and part contacts with concrete the sand pocket solidified, in the second stage of groove section work progress, it is larger to wash away difficulty, easily cause seam crossing to occur being mingled with sand pocket, cause seam to have water leakage; Galvanized steel plain sheet in the utility model, be adopt i iron interior groove section to close to prevent streaming principle, galvanized steel plain sheet is in filling process, and groove intersegmental part concrete percussion is opened, and with both sides cell wall close contact, prevents concrete from streaming to groove section outside.
Galvanized steel plain sheet is installed in reinforcing cage welding process, first two side seams i iron are welded, after i iron has welded, 0.5mm is laid in i iron lower wing plate inner edge thick, the wide galvanized steel plain sheet of 30cm makes base plate, lap width 5cm, then bottom level muscle is laid, horizontal bar welds with the two-sided 5d of i iron, contact site with galvanized steel plain sheet and carry out spot welding, after bottom level muscle has welded, carry out the vertical muscle in bottom, truss welding, finally weld upper longitudinal bar, upper level muscle, after reinforcing cage has welded, 0.5mm is laid thick at i iron top girth inside front, the wide galvanized steel plain sheet of 30cm, lap width 5cm, galvanized steel plain sheet fixed by long C16 reinforcing bar of laying along galvanized steel plain sheet, reinforcing bar is fixed every 0.5m and Spot Welding of Galvanized Steels.
2. seam i iron web sealing plate construction during diaphragm wall perfusion: fill by substituting traditional sand pocket at i iron web dorsal part colligation sealing plate, avoiding concrete streams to web inner, reduce the second stage of nipple orifice difficulty of construction, improve the construction quality of diaphragm wall seam crossing.
Sealing plate adopts the cystosepiment of outside colour bar Polypropylence Sheet environmental sealing, and tape-stripping becomes sealing overall; Cystosepiment Main Function is, due to distance bottom land 30cm bottom diaphragm wall reinforcing cage, during for preventing filling concrete, avoiding concrete to stream in the i iron of bottom from bottom land, saving concrete, cystosepiment is convenient to punching and can intercepts concrete enter I-shaped steel tank inside simultaneously, when preventing the second stage of groove section perforation from constructing, occur repairing hole not in place, when causing the second stage of groove section to be built,, there is infiltration phenomenon in seam crossing leakiness.
According to seam case length with lead that wall top mark is high, diaphragm wall top mark is high, calculate the length that seam case inserts i iron, remainder colligation sealing plate.Scene is the thick diaphragm wall of 800mm, and reinforcing cage i iron web is wide is 680mm.Cystosepiment is of a size of 200cm*67cm*30cm, and consider that bottom groove section, buoyancy is comparatively large, cystosepiment globality is poor, in the process that reinforcing bar cage hoisting is transferred, is easily washed out, therefore cystosepiment outer wrap colour bar cloth, and tape-stripping becomes sealing overall; On the web of colligation sealing plate, interval 1m respectively bores the duck eye that 2 diameters are less than 5mm up and down, after sealing plate is filled in, outwards wears iron wire at duck eye position from web inside, carries out overall fixing up and down with two row's bamboo poles.For preventing i iron from floating further, at the tip position of sealing plate, between upper lower wing plate with 3 diameter 20 reinforcement welding in wing plate, when preventing reinforcing cage from transferring, cystosepiment is at buoyancy float downward.
3. reinforcing cage is accurately located, is slowly transferred: before reinforcing cage is transferred, and when carrying out the examination of groove section, at least should choose 5 points and carry out groove depth examination, wherein two terminations are respectively chosen a bit, guarantee that the groove section degree of depth and seam hole quality meet design requirement.According to leading the groove fragment position of demarcating above wall when transferring, accurately locating, slowly transferring, prevent because locating inaccurate or transferring too fast, cell wall scratches, and damages cystosepiment and galvanized steel plain sheet, and impact is anti-streams effect.
Reinforcing cage, toward in decentralization process in groove section, arranges special messenger to be horn-like opening by galvanized steel plain sheet, transfers while open, until transferred; Galvanized steel plain sheet is pre-opening, when being convenient to concreting, under concrete impact force action, can be combined with cell wall completely, prevent concrete from streaming from i iron both sides, waste concrete.
4. seam crossing seam case construction during diaphragm wall perfusion: seam case is a kind of easy to use, quickness and high efficiency, the construction method that the anti-diaphragm wall seam i iron top concrete that can recycle streams, not only reduce the use of sealing plate, cost-saving, disposable lifting simultaneously, reduces personnel equipment and drops into, save the plenty of time, and save concrete amount, improve seam crossing construction quality.
Consider that diaphragm wall needs super filling 30 ~ 50cm, if i iron top does not deal with, concrete can be caused to stream from top to groove section outside, waste concrete, and cause perforation i iron internal residual concrete, affect the second stage of groove section construction quality.
Diaphragm wall seam case is of a size of 120*60*32cm, and [40a and 2 [32c channel-section steel is welded to adopt 3.It is general that former material processed by seam case, and processing technology is simple, cost-saving.
After reinforcing cage has been transferred, adopt 50t crawler crane lifting seam case, tightly slowly transfer along the outer coxostermum of i iron, after putting in place, be fixed on channel-section steel and lead above wall.After reinforcing cage has been transferred, seam case is lifted, transfer along the outer coxostermum of i iron, after putting in place, be fixed on channel-section steel and lead above wall.
5. prevent streaming effect inspection: during the second stage of groove section construction, by plummet, i iron seam is detected, plummet transfers to the end along web inwall, carry lining rope back and forth, whether induction web inside has concrete to remain, and is rubbed simultaneously feel by plummet and web, measure lining rope top and web top spacing, calculate seam verticality, after excavation of foundation pit, site inspection seam areas is anti-streams effect.
The anti-construction method Successful utilization that streams of diaphragm wall seam is in construction, this engineering method is used mainly to solve following problem: the galvanized steel plain sheet of i iron both sides adds the sealing of groove section, decrease concrete from streaming between i iron and cell wall, save concrete; The use of cystosepiment, avoids concrete to stream in the i iron of bottom from bottom land, saves concrete, and cystosepiment is convenient to punched hole construction and can intercepts concrete enter I-shaped steel tank inside simultaneously, guarantees that seam seam is closely knit, improves seam impermeability; Bottom land is concrete to stream, and ensures seam construction quality simultaneously; Seam top is anti-streams seam case, can recycle, and disposable lifting puts in place, can reduce streaming of top concrete, guarantee perforation construction quality, save time simultaneously; During later stage excavation of foundation pit, by contrast, seam Comprehensive Preventing streams construction Be very effective, well solves diaphragm wall seam leakage problem.
Streaming comprehensive construction method carries out quality control to diaphragm wall seam to adopt diaphragm wall seam to prevent, the sealing of groove section is increased by galvanized steel plain sheet, avoid or reduce concrete streaming from i iron both sides, configure cystosepiment and seam case simultaneously, reduce concrete to stream with i iron top bottom groove section, decrease concrete waste, and control the construction quality of diaphragm wall seam well, in whole work progress, each operation will closely be connected, accurate positioning when reinforcing cage is transferred, guarantees to prevent streaming effect.Compared with traditional seam lap guard method for stream processing, the method is convenient and swift, Be very effective, and average each seam saves cystosepiment 2.5m
3, colour bar cloth 30m
2, 2 artificial, concrete 2 m
3, cost-saving 1635 yuan.Seam case can utilize by iterative cycles simultaneously, and save the engineering time, economic benefit is very outstanding.
In the process that method described in the utility model is implemented, seam case can recycle, disposablely to be in place, save seam to prevent streaming the processing time, decrease the second stage of groove section joint treatment time simultaneously, shorten the duration accordingly, improve shearing resistance and the anti-leakage ability of seam, decrease the harmful effect that cystosepiment causes environment simultaneously, observed by later stage excavation of foundation pit seam anti-leakage, effect is fairly obvious, be subject to the high evaluation of owner's management and colleague, the utility model is easy and simple to handle simultaneously, safety, fast, economical, social benefit is obvious, in the work items of space enclosing structure diaphragm wall at home, promotion prospect is very wide.
Claims (3)
1. a diaphragm wall seam prevents streaming enclosure device, it is characterized in that: it is arranged based on diaphragm wall reinforcing cage (1) and seam i iron (2), what be included in that the sealing plate (4) of colligation on the galvanized steel plain sheet (3) of seam i iron (2) bottom flange inside upper part and the elongated welding of top girth lower inside, seam i iron (2) web dorsal part and sealing plate (4) top arrange is fixed on the seam case (7) of leading on wall; Open in horn-like in described galvanized steel plain sheet (3) decentralization process, described sealing plate (4) outside is fixed with two rows' fixed bar (5); Muscle (6) is welded and fixed between the top of sealing plate (4), the upper lower wing plate of seam i iron (2).
2. a kind of diaphragm wall seam according to claim 1 is anti-streams enclosure device, it is characterized in that: along seam i iron (2) top girth side, galvanized steel plain sheet (3) top, the smooth and easy fixing reinforcing bar (8) being provided with fixing galvanized steel plain sheet.
3. a kind of diaphragm wall seam according to claim 1 and 2 is anti-streams enclosure device, it is characterized in that: described sealing plate (4) is the cystosepiment of outside Polypropylence Sheet environmental sealing; The seam i iron web position of colligation sealing plate is symmetrical porose up and down, is connected with iron wire in hole, and iron wire passes sealing plate colligation on the fixed bar (5) in sealing plate (4) outside, and fixed bar has two rows, is bamboo pole.
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| CN201520413863.1U CN204715424U (en) | 2015-06-16 | 2015-06-16 | Diaphragm wall seam is anti-streams enclosure device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104963363A (en) * | 2015-06-16 | 2015-10-07 | 中铁三局集团有限公司 | Envelope device for preventing concrete from flowing around underground diaphragm wall joint and construction method |
| CN113235570A (en) * | 2021-06-17 | 2021-08-10 | 中铁六局集团有限公司交通工程分公司 | Box-type joint anti-streaming device for underground diaphragm wall |
-
2015
- 2015-06-16 CN CN201520413863.1U patent/CN204715424U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104963363A (en) * | 2015-06-16 | 2015-10-07 | 中铁三局集团有限公司 | Envelope device for preventing concrete from flowing around underground diaphragm wall joint and construction method |
| CN113235570A (en) * | 2021-06-17 | 2021-08-10 | 中铁六局集团有限公司交通工程分公司 | Box-type joint anti-streaming device for underground diaphragm wall |
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