CN1796703A - Working surface construction system of slope, working surface construction apparatus and working panel - Google Patents
Working surface construction system of slope, working surface construction apparatus and working panel Download PDFInfo
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- CN1796703A CN1796703A CN 200510136914 CN200510136914A CN1796703A CN 1796703 A CN1796703 A CN 1796703A CN 200510136914 CN200510136914 CN 200510136914 CN 200510136914 A CN200510136914 A CN 200510136914A CN 1796703 A CN1796703 A CN 1796703A
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Abstract
The present invention relates to a working surface building system of the slope surface, related joint and upright arrange the lug support (1) to the upper side at the slope part, combine the neighboring lug support (1) with cloth material (8) to build the timber support (A) of the tube structure object, construct the girder (3) between the upper extreme of lug support (1) at the two sides of the timber support (A) by the girder (3) by pin connection, construct the working panel (4) which is integrated formed with the girder (31) to the upper side of the parallel girder (3) by pin connection, collocate handrail pillar (5) and foot plate (6) at the upper side of the opposite side to the dome of the working panel (4), in this way, pave the working panel (4) at the surface direction of the dome, thereby to form continuous task route (B) at the timber support (A), in this way, by making it to units and intensifying the designed subunit construction within reason, compared to the steel pipe scaffold, it can reduce the weight of the material greatly, not only increase the operation character, security, construction period and economic character, but also can be easily substituted and changed.
Description
Technical field
Construct domatic work plane construction systems and the work plane building device and the working panel of the scaffold (scaffolding) that is used to carry out various operations when the present invention relates on domatic, construct.
Background technology
All the time, to unsettled inclined plane of ground or cutting soil, wait to implement to reinforce by sash bank protection or sprayed mortar and prevent to collapse, but the reason of the natural calamity that causes owing to earthquake or typhoon, the inclined-plane disaster that so-called ground is smooth, batholith caves in, domatic aging described reinforcing material peels off has generation more, and the construction of repairing them need be on domatic combined scaffold, and construct scaffold in the above, and construct by the Work machine that carries on work plane with work plane.
In the past, employed scaffold is to form work plane by following mode in the above operation, thereby that is: the steel pipe use anchor clamps that are configured on the domatic part by will make progress successively overlap joint and setting are scaffold by the cloth material in conjunction with constructing the tubular structure thing, lay scaffold floor on this scaffold.
But there is following problem in the scaffold that uses anchor clamps to assemble in conjunction with steel pipe and cloth material, that is: assemble or dismantle loaded down with trivial details, assembles, takes one's place, dismantles the operation of scaffold at soft ground, on obliquely and follow danger, needs plenty of time and expense.
Specifically, the steel pipe of huge quantity and being connected of anchor clamps need the time, have the danger that relaxes, misplaces, forgets tight lock that the tight lock section of anchor clamps takes place.
Also there is following problem, that is: mensuration steel pipe and the interval of cloth material and the operation of circuit, the levelness adjustment of each layer cloth material, need labour and time with levelness adjustment of work plane etc., and owing to will fasten cloth material at the topmost of steel pipe as joist with anchor clamps, therefore, there is the problem on the intensity, because computed strength, the interval of building site pipe and cloth material is narrow and small, therefore, when applying, the operating personnel moves or moves into the material difficulty, is easy to take place to relax by the binding of ga(u)ge number of pallet according to work plane, and needs to dispose, collect, the binding bits that processing produces when the dismounting scaffold.
Summary of the invention
Problem of the present invention is to provide domatic work plane construction systems and work plane building device and the working panel that has the following advantages, that is: also reasonably strengthen the modular construction that designs by blocking, compare with steel pipe scaffold, can reduce material weight significantly, not only can improve operation and safety, duration and economy, and can easily take one's place and migrate.
In order to solve the above problems, the structure with following feature is adopted in the invention of technical scheme 1: construct and erect the scaffold that is configured in the tubular structure thing on the domatic part, on this scaffold, connect by pin trusses is erected at along between the upper end of two heel posts on the domatic face direction, connect by pin, with the working panel that is formed with truss below be erected between the parallel described trusses above, at the top of the domatic opposite side of this working panel configuration handrail and sole, like this, by laying working panel, thereby on scaffold, form continuous operation route along domatic face direction.
The invention of technical scheme 2 is with the basis of the invention of technical scheme 1, employing has the structure of following feature, in described scaffold, by trestle being erected at along between the upper end of two heel posts on the domatic face direction with skewed with trusses and working panel, thereby make the difference of height partial continuous of operation route with the required span of scaffold.
The structure with following feature is adopted in the invention of technical scheme 3: overlap upward successively and erect the scaffold component parts of configuration in domatic part;
The cloth material that connects adjacent scaffold component parts;
Be installed in the joist support metal accessory on the described scaffold component parts upper end;
Trusses, described trusses are erected at and are being configured between the upper end of parts along the two side legs hand on the domatic face direction, and the end of this trusses is taken and put on this joist support metal accessory and the pin connection;
Be formed with truss below the working panel, described working panel, and be located at top between the parallel described trusses by the pin link;
Be configured in the handrail and the sole on this a working panel and the top domatic opposite side of being set up,
By working panel is laid between the described trusses in a continuous manner, thereby can form along the continuous operation route of domatic face direction.
The invention of technical scheme 4 is with the basis of the invention of technical scheme 3, employing has the structure of following feature: the both ends at the cloth material that connects adjacent scaffold component parts are provided with through hole, on two ends with the diagonal brace between the state configuration that tilts the diagonal position at cloth material up and down, the outstanding elasticity that is provided with is embedded in two junction plates on the cloth material outward, the outer opposite face that is embedded in the front of cloth material on this junction plate is provided with the engagement pin that inserts in the described through hole, the installation side of the installation diagonal brace on described junction plate is provided with pressure pin, and described pressure pin enlarges front by push operation and engagement pin is extracted from through hole.
The structure with following feature is adopted in the invention of technical scheme 5: with the interval of regulation and with parallel shape a plurality of truss are installed below plate, this truss rotates free, can from overlap plate below folded state hang down downwards, be provided with the mounting metal fittings that are positioned on the joist at the two ends of each truss.
The structure with following feature is adopted in the invention of technical scheme 6: at a distolateral bottom fixed vertical material of horizontal material, the distolateral bottom with vertical material of another of horizontal material of landing seat can be installed with oblique material combination, distolaterally be provided with the metal fastener that is used for fixing at the scaffold component parts at one of described horizontal material with the bottom of vertical material, distolateral at another of described horizontal material, be provided with the bar shaped pipe down that the landing seat can be installed in the lower end and be used for the joint up that the connecting pin hand is configured to the column of parts.
(effect of invention)
According to the present invention as can be known, by scaffold component parts or trusses and working panel are made as blocking, and reasonably strengthen the modular construction of design, compare steel pipe scaffold, can reduce material weight significantly, the lightweight possibility that becomes of machinery, and, be easy to turn each parts of functional design, and connecting portion is automatically locked, making to assemble does not need special instrument, therefore, has improved operation.
In addition, even obliquely, also can be by the assembling of light-weighted parts, safety is carried out operation, can or connect in the optional position dismounting on the 3 dimension directions, can take one's place simply and migrate, can improve the safety of scaffold, can the reduction of erection time, cutback of spending.
And then, by laying working panel, can form work plane continuously along domatic face direction, and, owing to adopt trestle trusses and working panel, not merely operating personnel, and Work machine also becomes free along moving of domatic face direction, thereby, can effectively carry out at domatic construction by taking one's place.
Description of drawings
Fig. 1 is an elevation of constructing the operation scaffold on domatic.
Fig. 2 (a) is the lateral view of constructing at domatic operation scaffold, (b) is the lateral view of the operation scaffold after taking one's place.
Fig. 3 (a) is that the elevation in the superstructure of domatic operation scaffold is constructed in expression, (b) is the lateral view of (a).
The structure member of Fig. 4 (a) to (f) expression operation scaffold (a) is the elevation of pillar, (b) is the elevation of cloth material, (c) be the elevation of trusses, (d) being the vertical view and the elevation of working panel, (e) being the elevation of baluster, (f) is the elevation of sole.
Fig. 5 (a) is the part shortcoming elevation of expression joist support metal accessory, (b) is the elevation of the joist support metal accessory used of expression trestle.
Fig. 6 is the exploded perspective view of the parts of the expression superstructure that is used to construct the operation scaffold.
Fig. 7 is the stereogram of the structure of expression working panel.
Fig. 8 is the amplification front elevation of major part of the superstructure of expression operation scaffold.
Fig. 9 is the exploded perspective view of baluster and sole and handrail tube.
Figure 10 is the elevation of the user mode of expression sash anchor clamps.
Figure 11 is other the lateral view of example that operation scaffold on domatic is constructed in expression.
Figure 12 (a) is the elevation that uses the inclined-plane carriage on the steep part in domatic angle of inclination in described operation scaffold, (b) is to use the elevation of the inclined-plane carriage on the mild part in described domatic angle of inclination.
Figure 13 (a) is the elevation that cloth material or inclined-plane carriage is combined in employed metal fastener on the pillar in described operation scaffold, (b) is the elevation of the described bonding state of expression.
Figure 14 (a) is the elevation of user mode of the diagonal brace of expression operation scaffold, is the amplification front elevation of the end construction of expression diagonal brace (b), (c) is the cross-sectional vertical view of described figure.
Among the figure: the A-scaffold, the 1-pillar, 2-joist support metal accessory, the 3-truss, the 4-working panel, the 5-baluster, the 6-sole, 7-landing seat, 8-cloth material, the 9-diagonal brace, 10-sash anchor clamps, the 11-flange, the 12-connector, the 13-combined hole, 14-metal fastener, 15-inserts the gap, 16-intersects metal fittings, the 17-fastener, the 18-through hole, 19-is in conjunction with pin, the 20-leaf spring, the 21-junction plate, the 22-engagement pin, the 23-pressure pin, 24-bar shaped pipe, 25-support metal accessory, the 26-pin, 27-dihedral pipe, 28-reinforces truss, the 29-combined hole, the 30-plate, the 31-truss, 32-mounting metal fittings, the 33-pin, the 34-combined hole, the 35-mounting pipe, the 36-fixture, the 37-column jecket, the 38-pin-and-hole, the 39-handrail tube, the 40-pin, the 41-mobile jib, the 42-clamp clip, 43-steel pipe anchor clamps, the 44-short tube, the 45-bridging, the big diagonal brace of 46-, 48-inclined-plane carriage, the 49-fixture, 50-inserts sheet, the 51-card ends metal fittings, the 52-pin, the 53-card ends edge, the 55-horizontal material, the vertical material of 56-, 57-bar shaped pipe.
The specific embodiment
Below, with reference to the accompanying drawings embodiments of the present invention are described.
As shown in Figure 1 to Figure 3, domatic work plane construction systems adopts pillar 1 as the scaffold component parts, and by the scaffold A of tubular structure thing, joist support metal accessory 2, trusses 3, working panel 4, baluster 5, with sole 6 assemblings, the scaffold A of aforementioned tube works uses this pillar 1 to construct in domatic part, above-mentioned joist support metal accessory 2 is installed in the upper end of the pillar of this scaffold A, above-mentioned trusses 3 is by supporting both ends by joist support metal accessory 2, and be erected at along between the upper end of two lateral braces 1 on the domatic face direction, above-mentioned working panel 4 is erected at the top between the parallel above-mentioned trusses 3, and form continuous operation route B, above-mentioned baluster 5 is configured in the top of the domatic opposition side on this working panel 4 on top of scaffold A, wherein, for at causing above-mentioned operation route B to cause the situation of difference of height and form obliquely the trestle part that connects by taking one's place, also preparing has trestle trusses 3a and working panel 4a etc.
Above-mentioned scaffold A uses following component-assembled, that is: successively upward the pillar 1 of overlap joint, support the landing seat 7 of foot pillar lower end, in conjunction with the cloth material 8 of adjacent pillar 1, in conjunction with the diagonal brace 9 of the diagonal position that is positioned at cloth material 8 up and down with the bottom of pillar 1 is fixed on the sash anchor clamps 10 of the sash C on domatic that constructs.
Above-mentioned pillar 1, shown in Fig. 4 (a), flange 11 at the outside of steel pipe configuration mode fixed level at certain intervals, and outstandingly in the upper end connector 12 is set and forms, on above-mentioned flange 11, be provided with the combined hole 13 of cloth material 8 in position all around, wherein, connector 12 can automatically lock by the upper end is inserted in the lower end of upper pillar.In addition, the interval h between the configuration mode of flange 11 is set at up and down is 450mm.
Above-mentioned cloth material 8, as Fig. 4 (b) and shown in Figure 6, by inserting the flange 11 of pillar 1, metal fastener 14 is arranged on the two ends of steel pipe and forms, above-mentioned metal fastener 14 utilizes combined hole 13 fixing automatically, above-mentioned metal fastener 14 is structures that fastener 17 is installed on intersection metal fittings 16, above-mentioned intersection metal fittings 16 are set to level, make the gap 15 of inserting flange 11 insertions at front opening, above-mentioned fastener 17 makes it to be absorbed in combined hole 13 by flange 11 is inserted in gap 15, and the end of cloth material 8 is fixed on the flange 11.
Above-mentioned pillar 1 prepares to have the different part of length respectively with cloth material 8, and shown in Fig. 4 (a), it is 3 that pillar 1 prepares that length L is arranged, 600mm, 2, and 700mm, 1,800mm, 900mm, 450mm, 225mm 6 kinds, thereby, can select to use according to domatic condition.
In addition, shown in Fig. 4 (b), it is 1 that cloth material 8 prepares that length L is arranged, and 800mm, 900mm, 600mm 3 kinds can come in conjunction with pillar 1 with the configuration mode of separately length.
Above-mentioned joist support metal accessory 2 is installed in the upper end of topmost pillar 1, as Fig. 3 (a) and shown in Figure 6, and be constituted as, the upper end that is embedded in the bar shaped pipe 24 on the connector 12 outside is fixed with the support metal accessory 25 of " コ " word shape up, and on support metal accessory 25 near the outstanding pin 26 that is provided with in the position at both ends.
Above-mentioned trusses 3 forms by the bottom that will reinforce truss 28 and be welded on dihedral pipe 27, and be provided with the combined hole 29 that inserts for pin 26 below the both ends in the support metal accessory 25 that is embedded into joist support metal accessory 2, it is 1 that this trusses 3 prepares that length L is arranged, 800mm and 900mm 2 kinds.
In above-mentioned working panel 4, below the plate 30 below combining at many pallets of compact arrangement and by horizontal lattice bar, be equipped with as a plurality of truss 31 (among Fig. 4 d being 4) of strengthening usefulness with the interval of regulation and with parallel shape in the longitudinal direction with pivot fixing metal accessory, with they be set as free to rotate and from be folded in plate 30 below folded state hang down downwards, simultaneously, two ends at each truss 31, be provided with mounting metal fittings 32, above-mentioned mounting metal fittings 32 form L font down, are connected on outward on the dihedral pipe 27 of trusses 3.
This working panel 4, shown in Fig. 4 (d), its length L and width W to amount to 6 kinds of relations as follows: relative length L is 1,800mm's, width W is that 900mm, 600mm, 400mm three kinds and relative length L are 900mm, and width W is 900mm, 600mm, 400mm three kinds.
Above-mentioned baluster 5, as shown in Figure 9, bottom in the mounting pipe 35 in the outside that is disposed at pillar 1 is provided with fixture 36, with metal fastener 14, said fixing thing 36 outer being connected on the pillar 1, above-mentioned metal fastener 14 is identical with cloth material 8 in the close way on top, and it is fixing automatically by the flange 11 that inserts pillar 1, column jecket 37 in the upper end of above-mentioned mounting pipe 35 fixed vertical, and make it configuration with 1 one-tenth same axle center of pillar, on the bottom of this column jecket 37 and pars intermedia and upper end, be fixed with the flange 11 identical, be respectively arranged with a plurality of pin-and-holes 38 in two sides near the bottom of flange 11 with pillar 1.
This baluster 5 is being installed under the state of pillar 1, between the upper end of adjacent column jecket 37 and middle flange 11, by with the binding operation of flange 11, set up the handrail tube 39 that is provided with metal fastener 14 with the situation of cloth material 8 in the same manner at two ends.
Sole 6 has the height between plate 30 top of the lower end flange 11 of bringing column jecket 37 into and working panel 4 and brings length between the adjacent column jecket 37 into, the outstanding pin 40 that combines with the pin-and-hole 38 of column jecket 37 that is provided with at its two ends, and to prepare that length L is arranged be 1,800mm and 900mm two kinds.
In addition, in the required span of scaffold A, owing to form the skewed trestle part of the difference of height partial continuous that makes the operation route B, diagram has been omitted to set up and has been skewed trestle trusses 3a and working panel 4a, sole, handrail tube etc., but setting up in the identical structure with above-mentioned level, both ends can be connected on the object with heeling condition, at the employed joist support metal of this trestle part accessory, shown in Fig. 5 (b), be that pars intermedia with support metal accessory 25 is as the border, one distolateral be level, and another is distolateral towards last or bend to down skewed structure.
Even if the span of scaffold A is 1, any one among 800mm and the 900mm, this skewed trestle part also is set to the last allowance below nominal size that makes two ends becomes the such angle of inclination of 450mm.
The bottom of the pillar 1 of above-mentioned scaffold A is fixed on the sash anchor clamps 10 of sash C, as shown in figure 10, constitute the edge edge of sash C is partly clamped and the fixing structure by bolton power with a pair of clamp clip 42 that is arranged on mobile jib 41, by using the bottom combination of steel pipe anchor clamps 43 and short tube 44 with the pillar 1 of the edge edge part of sash C and scaffold A, thus the intensity of the scaffold A that raising is constructed.
Also have, omitted detailed explanation, but the scaffold A that finishes of assembling is by except the cloth sash that has the bottom surface of ladder or its handrail that lifting uses being installed, being used to form work plane, and bridging 45 that can be by having used steel pipe and anchor clamps or big diagonal brace 46 etc. are suitably strengthened.
Figure 11 to Figure 13 be illustrated in employed pillar 1 and metal fastener in the constructing of operation scaffold and domatic on other the example that structure is set of operation scaffold, and used the inclined-plane carriage 48 that is used for fixing on domatic.
By welding fixture 49 is being fixed on the position everywhere of outer peripheral face on the above-mentioned pillar 1, and 49 groups of these fixtures is being set with the configuration mode at the interval of leaving regulation up and down.
As shown in figure 13, the metal fastener 14a that is arranged on the end of cloth material 8 has the insertion sheet 50 that inserts in the fixture 49, insert the bottom of sheet 50 at this, be inserted in the position that faces the lower end of fixture 49 under the state in the fixture 49 will inserting sheet 50, be fixed for preventing to end metal fittings 51 with pin 52 pivots from the card that fixture 49 is extracted, on this card ends metal fittings 51, be provided with the pivot fixed point is ended edge 53 as the card of center off-centre, and this card ends edge 53 and is formed and makes card end metal fittings 51 can to leave by the lower edge from fixture 49 from position that fixture 49 is extracted insertion sheet 51, put will blocking the card stop bit that metal fittings 51 only are limited to fixture 49, to the lower edge generation effect of fixture 49.
Above-mentioned insertion sheet 50, have the docking section 54 of dock with the upper limb of fixture 49 under the state in inserting fixture 49, above-mentioned card ends the elastic force of metal fittings 51 by spring and remains on and can extract the position of inserting sheet 50 and only block card stop bit that card at fixture 49 ends metal fittings 51 any one position putting from fixture 49.
At this, above-mentioned insertion sheet 50 is in inserting fixture 49 time, and when dock with the upper limb of fixture 49 docking section 54 that is arranged on the top of medial margin, be vertical outer face and dock with the outside of pillar 1, thus, the bonding state that pillar 1 and cloth material 8 are rectangular.
Above-mentioned insertion sheet 50 medial surfaces are open, and section is " コ " word shape, insert the bottom of sheet 50 at this, both sides relatively to sidewall between accommodate card and end metal fittings 51, card ends metal fittings 51 and is installed on pin 52 sidewalls in the mode that can rotate, and pin 52 is set to the lower position that the axle center is positioned at fixture 49 lower edges.
According to such metal fastener 14a, in the bottom of inserting sheet 50, be inserted in the position that faces the lower end of fixture 49 under the state in the fixture 49 will inserting sheet 50, pivot is fixed with and is used to prevent to end metal fittings 51 from the card that fixture 49 is extracted, therefore, insert in the fixtures 49 and will block and end metal fittings 51 and be located at the card stop bit and put by inserting sheet 50, can make insertion sheet 51 be in the state that is fixed in the fixture 49, thereby, can be reliably in conjunction with two parts, and be positioned at that card that the card stop bit puts ends metal fittings 51 since relatively the card of pivot fixed point off-centre end edge 53 and dock with the lower edge of fixture 49, therefore, relative withdrawal force, card end edge 53 and work with the fixture 49 of nipping, thus, realize anti-coming off and connection that intensity is superior.
And then, be installed in the card that inserts on the sheet 50 and end metal fittings 51 as seen, therefore from the outside, there is following advantage, that is: can with the naked eye confirm the stationary state of two parts combinations, thus, improve by two parts and connect and the reliability of the safety of the works of assembling.
As shown in figure 11, for operation scaffold A fixing on domatic, prepare to have the inclined-plane carriage 48a that is used on the steep part in domatic angle of inclination and use inclined-plane carriage 48b on the mild part in above-mentioned domatic angle of inclination.
This inclined-plane carriage 48, as shown in figure 12, has following structures, promptly, vertical material 56 is vertically fixed on the distolateral of horizontal material 55, on another of horizontal material 55 is distolateral, is provided with the connector 12 of pillar 1, and bar shaped pipe 57 is set below, by the bottom of oblique material 58, be fixed with above-mentioned metal fastener 14a in the bottom of a distolateral and vertical material 56 of above-mentioned horizontal material 55 in conjunction with another distolateral and vertical material 56 of above-mentioned horizontal material 55.And, use at the inclined-plane of the steep part in domatic angle of inclination carriage 48a, shown in Figure 12 (a), constitute long up and down triangle, and use at the inclined-plane of the mild part in domatic angle of inclination carriage 48b, shown in Figure 12 (b), constitute short up and down triangle.
In the constructing of operation scaffold, in mild position, domatic angle of inclination, with domatic carriage 48b be arranged on adjacent pillar 1 and domatic between, this inclined-plane carriage 48b is installed on the pillar 1 with metal fastener 14a, and the landing seat 7 of the lower end of the end that is installed in horizontal material 55 and bar shaped pipe 57 is docked with domatic, pillar 1 is connected with connector 12, thus, is assembled into scaffold A.
In addition, position on steep top, domatic angle of inclination, with inclined-plane carriage 48a be arranged on adjacent pillar 1 and domatic between, this inclined-plane carriage 48a is with on the metal fastener 14a mounting column 1, and the landing seat 7 of the end that is installed in horizontal material 55 is docked with domatic, pillar 1 is connected with connector 12, thus, is assembled into scaffold A.
Also have, for the landing seat 7 of the lower end that is installed in bar shaped pipe 57 with domatic support, when domatic machining is horizontal part, be installed in the landing seat 7 on horizontal material 55 ends, its bed plate can change angle up and down, thereby, become the structure of the variation that can tackle domatic angle of inclination.
By adopting such inclined-plane carriage 48, can with scaffold A firm stable construct domatic what tilt, thereby, have the advantage that does not need bridging 45 or big diagonal brace 46.
In above-mentioned scaffold A, the material of the cloth up and down 8 usefulness diagonal braces 9 of connecting struts 1 are in conjunction with required place, thereby, improve the intensity of scaffold A.
As Fig. 6 and shown in Figure 14, be provided with the through hole 18 of horizontal direction at the both ends of the cloth material 8 of connecting struts 1, the diagonal brace 9 that is configured in heeling condition between the diagonal position of cloth material 8 up and down is formed, outstandingly at its two ends be provided with a pair of junction plate 21, this a pair of junction plate 21 is the opened or closed freedom with the centre in conjunction with pin 19, its front is passed through the outer embedding of effect elasticity of leaf spring 20 according to the width of cloth material 8, the opposite face of the front on this junction plate 21 is provided with the engagement pin 22 that inserts above-mentioned through hole 18, installation side at the diagonal brace 9 that is installed on above-mentioned junction plate 21, be provided with pressure pin 23, this pressure pin 23 enlarges front by push operation and engagement pin 22 is extracted from through hole 18.
The diagonal brace 9 of this spline structure, have the following advantages, that is: under the state of cloth material 8 about the combination between the diagonal position, it is parallel overlapping with the axis of cloth material 8 to be configured to its axis plane earth, load straight line from cloth material 8 is applied on the diagonal brace, has improved the performance of the withstand voltage song of diagonal brace 9.
Also have, in illustrated embodiment, on the scaffold component parts, used pillar 1, make this pillar 1 become the column of scaffold, but omitted diagram as the scaffold component parts, yet, existing scaffold building frame can be adopted.
Secondly, illustrate work plane is constructed in domatic method.
For example, configuration mode with predetermined distance on the sash C that constructed domatic is provided with landing seat 7 and the upright pillar 1 of establishing thereon, in the time of with 8 combinations of adjacent pillar 1 usefulness cloth material, parts 8 usefulness diagonal braces 9 combinations up and down, when the cloth sash that has the bottom surface of setting up is overlapped on the top as scaffold and with each pillar 1, repeat this operation, thus, constructing along the span of domatic face direction is 1,800mm or 900mm, width are the so-called corresponding domatic height of 900mm or 600 and the scaffold A of length.
Use sash anchor clamps 10 that the bottom of the pillar 1 of the scaffold A of assembling is fixed on the sash C, this scaffold A also suitably strengthens by the bridging 45 or the big diagonal brace 46 that have used steel pipe and anchor clamps except by the cloth sash that has the bottom surface of ladder or its handrail that lifting uses being installed, being used to form work plane.
Topmost at this scaffold A, at the upper end of each pillar 1 joist support metal accessory 2, by two ends being embedded the mode that joist support metal accessory 2 carries out combination, trusses 3 is erected at along between the upper end of two lateral braces 1 on the domatic face direction, and by the upper end of this trusses 3 in conjunction with above-mentioned two lateral braces 1.
Secondly, if working panel 4 is placed top between the parallel trusses 3 with level, then Xia Mian each truss 31 hangs down, if will be set in place in the pin 33 of the mounting metal fittings 32 of the truss 31 at two ends so that dihedral pipe 27 is fastened on the mode of connecting hole 34 embeds between the trusses 3, then be arranged on mounting the metal fittings 32 outer top and sides that are connected on dihedral pipe 27 on the end of each truss 31, thus, make be positioned at pillar adjacent on the width 1 the upper end by working panel 4 combinations.
Above-mentioned working panel 4 is by being installed between the trusses 3, become and between trusses 3, open the state of establishing plate 30, like this, by upper end plate 4 is laid on domatic face direction and the width of scaffold A in order at pillar 1, thereby form continuously, and have the work plane B of the width that needs at width along domatic face direction.
In addition, topmost at scaffold A, domatic opposition side at work plane B, the upper end of pillar 1 and the upper end of not opening the pillar 1 of establishing working panel 4, baluster 5 is installed in the outside of pillar 1, when handrail tube 39 is set up on the top between the column jecket 37 of adjacent baluster 5, sole 6 is installed in the bottom, thereby is guaranteed operating personnel's safety.
On the work plane C of the scaffold A that assembles like this, Work machine D is set, shown in Fig. 2 (a), strengthen or the construction of reparation etc. domatic, and because work plane C is continuous on domatic face direction, therefore, can make on the domatic face direction in Work machine D one edge and move, Yi Bian construct.
Secondly, follow the taking one's place of carrying out of operation, shown in figure (2), take off baluster 5 and sole 6 and working panel 4, trusses 3 successively and extract the pillar 1 on top, after this, form work plane B in the upper end of the pillar 1 of remainder by aforesaid identical order and get final product, Yi Bian by carrying out operation, repeat on one side such taking one's place, can be on domatic the mobile operating place.
Because such taking one's place, producing on the work plane B under the situation of difference of height, as long as on several moment of spans of difference of height part, use trestle usefulness trusses 3a and working panel 4a, joist support metal accessory, sole, handrail tube etc., as shown in Figure 1, formation is set up into skewed trestle part with them, and Work machine D is moved on the whole length of work plane.
As mentioned above, scaffold A of the present invention, even as obliquely domatic, also can be by module unitsization and light-weighted parts, carry out operation safely, relative 3 dimension directions can go up dismounting at an arbitrary position or connect, can take one's place simply and migrate, can improve safety and the reduction of erection time of scaffold A, in the time of cutback of spending, by working panel 4 is connected the laying of carrying out by pin, can be along forming work plane B on the domatic face direction continuously, and, owing to adopt trestle trusses and working panel, not merely operating personnel, and Work machine becomes free along the mobile of domatic face direction, thereby, can effectively carry out at domatic construction by taking one's place.
Claims (6)
1. a domatic work plane construction systems is characterized in that,
Construct and erect the scaffold that is configured in the tubular structure thing on the domatic part, on this scaffold, connect by pin trusses is erected at along between the upper end of two heel posts on the domatic face direction, connect by pin, with the working panel that is formed with truss below be erected between the parallel described trusses above, at the top of the domatic opposite side of this working panel configuration handrail and sole, like this, by laying working panel, thereby on scaffold, form continuous operation route along domatic face direction.
2. domatic work plane construction systems according to claim 1 is characterized in that,
In described scaffold, by trestle being erected at along between the upper end of two heel posts on the domatic face direction with skewed with trusses and working panel, thereby make the difference of height partial continuous of operation route with the required span of scaffold.
3. domatic work plane building device is characterized in that possessing:
Overlap upward successively in domatic part and erect the scaffold component parts of configuration;
The cloth material that connects adjacent scaffold component parts;
Be installed in the joist support metal accessory on the described scaffold component parts upper end;
Trusses, described trusses are erected at and are being configured between the upper end of parts along the two side legs hand on the domatic face direction, and the end of this trusses is taken and put on this joist support metal accessory and the pin connection;
Be formed with truss below the working panel, described working panel, and be located at top between the parallel described trusses by the pin link;
Be configured in the handrail and the sole on this a working panel and the top domatic opposite side of being set up,
By working panel is laid between the described trusses in a continuous manner, thereby can form along the continuous operation route of domatic face direction.
4. domatic work plane building device according to claim 3 is characterized in that,
Both ends at the cloth material that connects adjacent scaffold component parts are provided with through hole, on two ends with the diagonal brace between the state configuration that tilts the diagonal position at cloth material up and down, the outstanding elasticity that is provided with is embedded in two junction plates on the cloth material outward, the outer opposite face that is embedded in the front of cloth material on this junction plate is provided with the engagement pin that inserts in the described through hole, the installation side of the installation diagonal brace on described junction plate is provided with pressure pin, and described pressure pin enlarges front by push operation and engagement pin is extracted from through hole.
5. an employed working panel in domatic work plane is constructed is characterized in that,
With the interval of regulation and with parallel shape a plurality of truss are installed, this truss rotates free below plate, can from overlap plate below folded state hang down downwards, be provided with the mounting metal fittings that are positioned on the joist at the two ends of each truss.
6. an employed inclined-plane carriage in domatic work plane is constructed is characterized in that,
Distolateral bottom fixed vertical material at horizontal material, the distolateral bottom with vertical material of another of horizontal material of landing seat can be installed with oblique material combination, distolaterally be provided with the metal fastener that is used for fixing at the scaffold component parts at one of described horizontal material with the bottom of vertical material, distolateral at another of described horizontal material, be provided with the bar shaped pipe down that the landing seat can be installed in the lower end and be used for the joint up that the connecting pin hand is configured to the column of parts.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2004368067A JP4567432B2 (en) | 2004-12-20 | 2004-12-20 | Slope work floor construction system, work floor construction device and work floor panel |
| JP2004368067 | 2004-12-20 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1796703A true CN1796703A (en) | 2006-07-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200510136914 Pending CN1796703A (en) | 2004-12-20 | 2005-12-20 | Working surface construction system of slope, working surface construction apparatus and working panel |
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| CN (1) | CN1796703A (en) |
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Also Published As
| Publication number | Publication date |
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| JP4567432B2 (en) | 2010-10-20 |
| JP2006176951A (en) | 2006-07-06 |
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