CN101457546A - Novel energy-conserving emission reduction pseudo-classic architecture and construction method thereof - Google Patents

Abstract

The invention relates to a novel archaized building which has the advantages of energy conservation and emission reduction and a construction method thereof. The invention is applicable to various archaized buildings, and the novel archaized building is characterized by comprising a Chinese round-ridge gabled roof 1, a gable and hip roof 2, a wall body, a flat roof eaves cap, a festoon gate, a verandah 3, a screen wall 4, a courtyard wall 5 and the like; completely based on the external shapes of the existing archaized buildings, the novel archaized building adopts lightweight steel construction as a structural support framework or a support member bar of purlins, square-columns, beams, rafters, pillars, the wall body and roofing tiles, and adopts modern construction materials such as thin steel plates, aluminium alloy plates, GRC or glass fiber reinforced plastic and the like which are made into various novel components and parts such as purlins, square-columns, pillars, the wall body and roofing tiles; factory production (including painting and colored drawing) is carried out, and the novel components and parts are assembled on-site and replace the existing traditional archaized building materials such as wooden beams, pillars, rafters, soil calcined tiles and the like as well as the retarded construction technology, thus achieving the aim of energy conservation and emission reduction, clean construction and installation, increment of working efficiency, reduction of erection time and cost reduction.

Description

Novel energy-conserving emission reduction pseudo-classic architecture and job practices thereof

Technical field:

The present invention relates to a kind of novel energy-conserving emission reduction pseudo-classic architecture and job practices thereof, particularly a kind of building in the style of the ancients and job practices thereof that includes quadrangle, gable and hip roof roof building, covered corridor, screen wall and courtyard wall.

Background technology:

There are following many drawbacks in existing building in the style of the ancients: at first technical matters is more original, operation is numerous and diverse, as still adopting traditional paving wall brick of plastering in a large number, with backward wet trade technologies such as earth tilings, and on-the-spot manual paint colored drawing etc., labour intensity is big, need artificial many, it is longer to take the duration, cost is higher, and to the workman's that is skilled in technique dependence height, construction quality is difficult to control, next owes environmental protection, because the beam of existing building in the style of the ancients, post, wood rafter etc. mostly adopts timber to make, its roof tile also is to fire with earth to form fully, need to consume a large amount of timber, coal and earth, so easily cause a large amount of exploitations of forest, destruction of vegetation and energy consumption, and plaster, with wet trades such as native cover tiles also than water consumption and easily cause and stir up a cloud of dust.Therefore, all bigger influence to environment structure.

In addition: because the overlapping overlap joint of gutter tile is too many, cause deadweight to nearly double, and cover tile is more with soil, has also increased the roofing deadweight greatly, therefore requires the roof truss structure weight capacity to strengthen the also corresponding increase of its expense.

Summary of the invention:

The purpose of this discovery is to overcome the various drawbacks in the above-mentioned existing building in the style of the ancients, and a kind of novel energy-conserving emission reduction pseudo-classic architecture and job practices thereof are provided, and this discovery is applicable to various building in the style of the ancientss.

Technical scheme of the present invention: constitute by eight parts such as volume roof, the hard mountain of canopy formula, gable and hip roof roof, flat roof eaves cap, body of wall, tassel door, covered corridor, screen wall and courtyard walls.

It is a kind of on complete basis according to the appearance that has building in the style of the ancients now that a purpose of this discovery is to provide, the research invention adopts lightweight steel construction as purlin, a tree, used in making timber for boats, beam, rafter, post, the support structure skeleton or the supporting rod of body of wall and roof tile, and adopt calcium silicates or fiber cement or steel sheet or aluminium alloy plate or mould wood or various novel purlin that modern architecture materials such as plastics or GRC or glass fiber reinforced plastic or polystyrene are made, a tree, used in making timber for boats, beam, rafter, post, structure such as wallboard and roof tile, parts, substitute existing wooden purlin, a tree, used in making timber for boats, beam, rafter, post and with soil fire watt, and traditional building materials modelled after an antique such as exterior wall tile, eliminate pollution and the destruction of a large amount of uses of the building materials modelled after an antique that existing tradition falls behind to environment; To reach the purpose of energy-saving and emission-reduction.

One object of the present invention is to provide a kind of batch production assembly construction method of novel energy-conserving emission reduction pseudo-classic architecture, eliminate the various drawbacks that above-mentioned wet trade and field painting colored drawing etc. fall behind technologies to reach, the high-efficiency cleaning construction and installation, guarantee the purpose of construction quality, reduction of erection time, reduction construction cost.

The present invention has following advantage:

1, energy-saving and emission-reduction, environmental protection and economy

Various novel roof tile with batch production production, beam, the structure of environmental protection and energy saving such as post and body of wall, parts and factorial construction, substitute existing wooden beam, post, rafter and traditional building materials modelled after an antique such as watt grade of firing with soil, and the site construction technology that falls behind, both reduced engineering cost, the more important thing is and also eliminated felling of forest and the destruction of vegetation, saved the energy, effectively solved in the existing building in the style of the ancients and plastered, fall behind waste that technology causes and the drawbacks such as various pollutions that surrounding environment is brought with tradition such as wet trade such as native cover tile and field painting colored drawings, and the various novel roof tile among the present invention, beam, structure such as post and sheet material, parts, utilize again after can reusing or renovate, economize on resources, clean environment firendly, effectively reduced exhaust emission.

2, its batch production fabricated construction has been guaranteed construction quality, has improved work efficiency, reduction of erection time, has been reduced labor intensity, reduced construction cost.

3, deadweight significantly alleviates, and also can reduce infrastructure cost.

Description of drawings:

Fig. 1 represents the total vertical view by an embodiment of novel energy-conserving emission reduction pseudo-classic architecture involved in the present invention and job practices thereof;

Fig. 2 is the A view of Fig. 1, is the job practices elevation by an embodiment on quadrangle exterior wall involved in the present invention and volume roof, the hard mountain of canopy formula;

Fig. 3 is along the sectional drawing of the A-A line of Fig. 2, is by the hang down sectional drawing of job practices of an embodiment of ridge of volume canopy involved in the present invention;

Fig. 4 is the schematic phantom view by the job practices of steps head in the quadrangle exterior wall involved in the present invention;

Fig. 5 is the B view of Fig. 1, and expression is by the job practices elevation of an embodiment of quadrangle garden middle corridor exterior wall involved in the present invention;

Fig. 6 is the sectional drawing along the A-A line of Fig. 5, is the sectional drawing by the job practices of an embodiment of middle corridor breast body involved in the present invention;

Fig. 7 represents the sectional drawing by the job practices of an embodiment of cylinder wallboard between window involved in the present invention;

Fig. 8 is the sectional drawing along the 1-1 line of Fig. 1, is the sectional drawing of job practices by an embodiment on a kind of body of wall involved in the present invention and volume roof, the hard mountain of canopy formula;

Fig. 9 represents the schematic phantom view by the job practices of an embodiment of eaves flying-rafter involved in the present invention;

Figure 10 is the sectional drawing along the 2-2 line of Fig. 1, is the sectional drawing by the job practices of an embodiment of a kind of flat roof eaves cap involved in the present invention;

Figure 11 is the sectional drawing along the 3-3 line of Fig. 1, is the sectional drawing by the job practices of an embodiment of tassel door involved in the present invention;

Figure 12 is the C view of Fig. 1, and expression is by the elevation of the job practices of an embodiment of tassel door involved in the present invention;

Figure 13 is the sectional drawing along the A-A line of Figure 12, is the sectional drawing by the job practices of an embodiment of tassel door involved in the present invention;

Figure 14 represents the phantom drawing by the job practices of an embodiment of tassel door lightweight steel construction involved in the present invention;

Figure 15 is the sectional drawing along the B-B line of Figure 12, is the sectional drawing by the job practices of an embodiment of heavy curtain post involved in the present invention;

Figure 16 represents the phantom drawing by the job practices of an embodiment of numb leaf baotou beam involved in the present invention;

Figure 17 represents the sectional drawing by the job practices of an embodiment of a kind of eaves purlin involved in the present invention;

Figure 18 represents the sectional drawing by the job practices of an embodiment of a kind of eave beam involved in the present invention;

Figure 19 is the sectional drawing along the 4-4 line of Fig. 1, is the sectional drawing by the job practices of an a kind of embodiment rolling up canopy formula roof and positive ridge involved in the present invention;

Figure 20 represents the longitudinal sectional drawing by the job practices of an embodiment of a kind of roof tile involved in the present invention;

Figure 21 represents the transverse cross-sectional view by the job practices of an embodiment of a kind of roof tile involved in the present invention;

Figure 22 represents the longitudinal sectional drawing by the job practices of an embodiment of another kind of roof tile involved in the present invention;

Figure 23 represents the phantom drawing by the job practices of an embodiment of another kind of roof tile anchoring piece involved in the present invention;

Figure 24 represents the sectional drawing by the job practices of an embodiment of another kind of roof tile involved in the present invention;

Figure 25 is the D view of Fig. 1, and expression is by the elevation of the job practices of an embodiment on a kind of gable and hip roof roof involved in the present invention;

Figure 26 represents to be reached by the rich ridge on a kind of gable and hip roof roof involved in the present invention the schematic partial sectional view of the job practices of an embodiment of just kissing;

Figure 27 is the sectional drawing along the A-A line of Figure 26, is the sectional drawing by the job practices of an embodiment of just kissing involved in the present invention;

Figure 28 is the E view of Fig. 1, is the side elevational view by the job practices of an embodiment of gable and hip roof roofing involved in the present invention;

Figure 29 represents the sectional drawing by the job practices of an embodiment behind the ridge beast in an opposite direction involved in the present invention;

Figure 30 represents the sectional drawing by the job practices of an embodiment before the ridge beast in an opposite direction involved in the present invention;

Figure 31 represents the phantom drawing by the job practices of an embodiment of cantilevered corner beam involved in the present invention;

Figure 32 is the sectional drawing along the A-A line of Figure 32, is the sectional drawing by the job practices of an embodiment of old cantilevered corner beam involved in the present invention;

Figure 33 is the sectional drawing along the B-B line of Figure 32, is the sectional drawing by the job practices of an embodiment of cantilevered corner beam involved in the present invention;

Figure 34 is the sectional drawing along the C-C line of Figure 32, is the sectional drawing by the job practices of an embodiment of young cantilevered corner beam involved in the present invention;

Figure 35 is the sectional drawing along the 5-5 line of Fig. 1, is the sectional drawing by the job practices of an embodiment of another kind of flat roof eaves cap involved in the present invention;

Figure 36 is the F view of Fig. 1, is the elevation by the job practices of an embodiment of covered corridor involved in the present invention;

Figure 37 is the sectional drawing along the 6-6 line of Fig. 1, is the sectional drawing by the job practices of an embodiment of covered corridor involved in the present invention;

Figure 38 represents the node sectional drawing by the job practices of covered corridor eaves purlin involved in the present invention, 4 and the interconnective embodiment of plum blossom square column;

Figure 39 represents the sectional drawing by the job practices of an embodiment of plum blossom square column involved in the present invention;

Figure 40 is the sectional drawing along the A-A line of Figure 36, is the node sectional drawing by the job practices of interconnective embodiments such as covered corridor eaves purlin involved in the present invention, purlin a tree, used in making timber for boats plate, eave beam and plum blossom square column;

Figure 41 represents the node sectional drawing by the job practices of interconnective embodiments such as covered corridor 4 involved in the present invention, melon post, back timber, two ridgepole and arched rafter;

Figure 42 is the G view of Fig. 1, is the elevation by the job practices of an embodiment of screen wall involved in the present invention;

Figure 43 is the H view of Fig. 1, is the side elevational view by the job practices of an embodiment of screen wall involved in the present invention;

Figure 44 is the sectional drawing along the 7-7 line of Fig. 1, is the sectional drawing by the job practices of an embodiment of screen wall involved in the present invention;

Figure 45 represents the part sectioned view by the job practices of an embodiment of screen wall steel frame involved in the present invention and grade beam anchoring binding;

Figure 46 represents the schematic diagram by the job practices of an embodiment of each parts of screen wall steel frame involved in the present invention;

Figure 47 represents the node diagram of the job practices of an embodiment being linked mutually by screen wall steel frame involved in the present invention and vertical drawknot bar;

Figure 48 represents the node diagram by the hard-wired embodiment of screen wall wallboard involved in the present invention;

Figure 49 is the I view of Fig. 1, is the elevation by the job practices of an embodiment of a kind of courtyard wall involved in the present invention;

Figure 50 is the sectional drawing along the 8-8 line of Fig. 1, is the sectional drawing by the job practices of an embodiment of a kind of courtyard wall involved in the present invention;

Figure 51 represents the part sectioned view by the job practices of an embodiment of courtyard wall steel frame involved in the present invention and grade beam anchoring binding;

Figure 52 represents the sectional drawing by the job practices of an embodiment of another kind of courtyard wall involved in the present invention;

The specific embodiment

Followingly embodiment is described with reference to accompanying drawing:

Roof, a kind of hard mountain of volume canopy formula example: as Fig. 1, Fig. 2, Fig. 3, Fig. 8, shown in Figure 9, it is characterized in that it by the ridge tiles plate 6 that hangs down, roof tile 7, the fixture 8, the Pai Shan that support roof tile collude drip 9, cornice collude drip watts 10, the positive ridge tiles 11 of volume canopy formula, the anchoring piece 12, eaves flying-rafter 13, Dalian eaves and watt mouth 14 that support positive ridge and lightning-arrest bar, the rich wind 15 of imitative greenish white marble constitute; Wherein hang down ridge, roof tile, Pai Shan collude drip, cornice collude drip watt and various watts of the positive ridge tiles of volume canopy formula etc. or ridge by adopting steel sheet or aluminium alloy plate or plastics or moulding wood or basal plate that materials such as calcium silicates or fiber cement or GRC or glass fiber reinforced plastic are made and glaze finish coat or glaze finishing coat or imitative steel gray watt of coatings are formed; Appearance after it is installed is fully with existing volume roof, the hard mountain of canopy formula; It is applicable to various building in the style of the ancientss roofs such as comprising outstanding mountain top.

At the vertical ridge 6 shown in Fig. 3, it is applicable to the vertical ridge 6 of various building in the style of the ancientss, and it is applicable to the vertical ridge of various building in the style of the ancientss, it is characterized in that: it is made of the steel bracket and vertical ridge tiles two parts of the vertical ridge tiles of support fixation.Described fixed support steel bracket, as shown in Figure 3, it is by the support vertical rod 16 with square steel or angle steel or channel-section steel making, be welded on the vertical rod lower end steel plate 17, weld or be fixed by bolts to two cross bars 18 and 19 in the vertical rod, will support vertical rod 16 drawknots vertical square steel drawknot bar 67 in aggregates and clip ridge semicircular tile and lightning-arrest anchor rod 21 constitutes.Described lightning-arrest anchor rod 21, as shown in Figure 8, the pad 24 that does not have angle sign indicating number 23 and a pole lower end except that pole 22 lower ends is above the nut 25, and other is all identical with lightning-arrest anchor rod 12; Described vertical ridge tiles is made of the vertical ridge lining 28 and 29 of detaining ridge semicircular tile 20 and be fixed on sheer pole 18 and 19 two ends with screw 26 and 27 respectively up and down, described vertical ridge lining is two of the button ridge semicircular tile left and right sides, two outer panels about promptly the vertical ridge bobbin of existing building in the style of the ancients being divided into, the anti-limit that the left side plate upper end all has a vertical level to make progress, but the left side plate lower end is different, the former work as bar to pressing, and latter's side is to flat pig's tongue, is about to press when the peaceful pig's tongue of bar be connected as a single entity.The length of their every joints is 0.3～3m, and the piece overlap joint of its every joint is all tongue and groove shape.

At the roof tile 7 shown in Fig. 2, Fig. 3, Fig. 8, it colludes with cornice respectively before and after being and drips watts 10 and the roof tile of the interlude that joins of the positive ridge tiles 11 of volume canopy formula, it is characterized in that: it is waveform, its every watt with adjacent watt piece mode: laterally be that tongue and groove 30 and 31 overlaps naturally, vertically pass up and down two pieces watts screw 34 with screw and fix with fixture 8 for tongue and groove 32 and 33 overlap joint backs.

Fixture 8 at the support roof tile shown in Fig. 8, it is applicable to various roof tiles, it is characterized in that: it is used for duroplasts or materials such as plastic-steel or steel sheet or aluminium alloys are made, and is U-shaped, but its upper limb 34 is an arc, is drilled with screw 37 and 38 and 39 and 40 respectively on last bottom wing 35,36.Its fixing means is, pass the bottom wing screw with screw and earlier fixture 8 and roofing fixed, then, when watt complete behind upper limb again with screw will be top watt and upper limb fix.It comprises another kind of with rectangle or square rough ground or mould batten, its upper surface 41 is arcuate fixed part 42.

Collude on the row mountain shown in Fig. 3 and to drip 9, it is characterized in that: it will have building in the style of the ancients now proper collude and arranges the mountain and collude and drip casting or mold pressing or fixedly all-in-one-piece, its every joint length are 0.3～3m with screw or rivet, every joint contiguous concatenation is a tongue and groove overlap joint, and with bolt or screw 43 and 44 upper and lower side and cross bar 19 and channel-section steel or flute profile sign indicating number 45 is fixed respectively.

Collude at the cornice shown in Fig. 2, Fig. 8 and to drip watts 10, it is applicable to that various building in the style of the ancients cornices collude and drips watt, it is characterized in that: it is waveform, its every watt with adjacent watt piece mode, laterally be that as shown in Figure 3 tongue and groove 30 and 31 overlap naturally, vertically be as shown in Figure 8 front end cornice hook 46, droplets sub 47 and the pantile body be connected as a single entity, be drilled with screw 49 at the head of a nail 48 places, the rear end is tongue and groove 33 overlap joint of 32 adjacent with the top watts of tongue and grooves, and one reinstates screw to pass screw 34 fixing with fixture 8.

At the positive ridge tiles 11 of volume canopy formula shown in Fig. 2, Fig. 8, it is characterized in that it laterally is waveform, its every watt of transverse ends limit is tongue and groove 30 and 31, vertically is to be drilled with screw vent 50 in cambered top end by arc, and its limit, arc two lower end is tongue and groove 33 and is drilled with screw 34 thereon; Appearance after it is installed is fully with the positive ridge tiles of existing building in the style of the ancients volume canopy formula.

Anchoring piece 12 at positive ridge of the support shown in Fig. 8 and lightning-arrest bar, it is characterized in that: it is by pole 22, its upper and lower end is embowment 51 and welding angle sign indicating number 23 respectively, middle-end screw mandrel part has the pad 24 that is used for fixing ridge tiles and nut 25 and upper end and arc corresponding position to be connected and fixed with bolt and pole up and down, with fastener 52 formations that are used for fixing the bar of taking shelter from the thunder.

At the eaves flying-rafter 13 shown in Fig. 9, it is applicable to the cornice of various building in the style of the ancientss, it is characterized in that: it is made of eave-rafter and flying-rafter two parts.Described eave-rafter by square tube eave-rafter 53, roof boarding 54, square steel pipe or channel-section steel outrigger 55, be welded on fixed corner code 56 and 57, piece on the outrigger 55 and be connected steel plate 58 and hold-down screw 59 and Xiao Lian eaves 60 thereof and constitute; Described flying-rafter by square tube flying-rafter 61, pressure flies tail roof boarding 62, lock baffle plate 63 constitutes.Described eave-rafter and flying-rafter respectively with screw 64 and 65 and roof boarding, outrigger and pressure fly the tail roof boarding and be connected into integrated package one by one, and they are spliced mutually, with connecting steel plate 58 adjacent eave-rafter integrated package is connected and fixed; Described square tube flying-rafter and square tube eave-rafter are moulded the hollow square tube that wood or materials such as plastics or GRC or glass fiber reinforced plastic or fiber cement or calcium silicates are made by employing, the rafter of all exposed parts and roof boarding are retouched in factory in advance and are coated the paint colored drawing all by existing building in the style of the ancients requirement.

A kind of job practices of rolling up roof, the hard mountain of canopy formula as Fig. 2, Fig. 3, Fig. 8, shown in Figure 9, is characterized in that carrying out according to the following steps successively:

1), eaves flying-rafter 13 is installed: with bolt or screw 64 outrigger 55 front ends and eave-rafter integrated package are fixed on one earlier, with angle, outrigger rear end sign indicating number 56 and 57 and the roof structure fixation, with bolt or screw 65 flying-rafter integrated package and eave-rafter and outrigger are fixed as one then.

2), Dalian eaves and watt mouth 14 are connected and fixed with U shaped steel spare 66 and flying-rafter termination with screw or bolt.

3), cornice being installed colludes and drips watts 10.Pass screw 49 with screw, the head of a nail 48 and cornice are colluded drip one of watt 10 front end and be connected and fixed with U shaped steel spare 66; Colluding watt 10 rear end then is fixed on the roofing with one of the front end of screw and fixture and roof tile.

4), roof tile 7 is installed.

5), as above 1)～4) behind the described roof tile 7 that installs opposite side, positive ridge tiles 11 is installed at last.

6), the vertical ridge in two ends is installed.

6), the vertical ridge tiles 6 in two ends is installed.Its operation is as follows:

With expansion bolt supporting steel support lower end steel plate 17 and roofing are fixed → will imitate the rich wind 15 of greenish white marble with screw to be fixed on the gable → respectively with bolt or screw 43 and 44 will arrange the mountain collude drip 9 upper and lower sides and cross bar 19 and channel-section steel or flute profile code 45 fixing → both sides are fixed on upper sheer pole 18 and 19 two ends → will buckles at last ridge semicircular tile 20 with screw 26 and the 27 vertical ridge linings 28 and 29 with both sides respectively and are buckled in both sides and hang down and will buckle the ridge semicircular tile with anchor rod 21 and be fixed on the bar of also will taking shelter from the thunder on vertical drawknot bar 67 and be fixed on the pole in the arc elbow 51 afterwards on the ridge lining up and down.

A kind of building in the style of the ancients exterior wall example: it is applicable to the exterior wall of various building in the style of the ancientss, it is characterized in that it is upwards bright 68 by platform successively from outdoor ground, alkali wallboard 69, upper body wallboard 70, steps head feigned column 71, U type eave beam 72, circular arc type eaves purlin and purlin a tree, used in making timber for boats plate 73, girder head 74, golden-rimmed 75, window 76 constitute down; Except that Tai Ming and window, other various wallboards, steps head feigned column, eave beam, eaves purlin and purlin a tree, used in making timber for boats plate, girder head, Phnom Penh etc. are by adopting steel sheet or aluminium alloy plate or plastics or moulding wood or basal plate that materials such as calcium silicates or fiber cement or GRC or glass fiber reinforced plastic are made and paint colored drawing finish coat or pad pasting or imitative blue bricks seam line or imitative blue bricks seam coating are formed.

Steps head feigned column 71 shown in Fig. 2, Fig. 4 is characterized in that: it by body 78 on alkali 77, the U type steps head under the steps head, coiled hair panel 79, coiled hair left side plate 80 and 81 and in an opposite direction eaves 82 constitute; All there is imitative blue bricks seam line on their surfaces.Body is characterised in that on the described U type steps head, is drilled with a screw hole 83 at the brickwork joint line place of plate every 1～2 brickwork joint, and body overlaps and is screwed for the tongue and groove piece on the neighbouring steps head; Described coiled hair panel is characterised in that its surface is identical with existing coiled hair moulding, but all is drilled with screw 84,85 and 86 for the U template and in the both wings and the positive brickwork joint place and the top of U type; Described coiled hair left side plate 80 and 81 is characterized in that they are just the same, is positive negative side difference, and is drilled with a nail hole 87 at the brickwork joint place every 1～2 brickwork joint; Though it comprises that also another kind of coiled hair left side plate 80 is the same with 81, the difference of corresponding exterior wall shape separately and difference, as: side plate 80 1 side gable inboards have the gap of eaves purlin and eave beam, 81 of its opposite sides also with preceding a kind of the same no gap.Described eaves in an opposite direction is characterised in that it is tongue and groove concave edge 89 that there are carving 88, both sides in its surface, and is drilled with screw 90 on concave edge.

U type eave beam 72 shown in Fig. 2, Fig. 8 is characterized in that: it is made of basal plate 91 and surface paint colored drawing 92, and with the both wings two edges in vertical direction of U template on be drilled with hole for nailing 93 and 94, its spacing is 100～300mm.It comprises that also as shown in Figure 8 another kind of U type eave beam 103, two U type eave beams 71 and 103 differences another wing (bottom wing) of being latter U type prolong on the limit and be drilled with hole for nailing 104.

At circular arc eaves purlin shown in Fig. 2, Fig. 8 and eave beam plate 73, it is characterized in that: it is made of basal plate 95 and surface paint colored drawing 96, and be drilled with hole for nailing 97 and 98 forming on the upper and lower limit of vertical direction with circular arc, its spacing is 100～300mm, the length of its every joint plate is 0.5～4m, and the plate seam is spliced into the tongue and groove overlap joint and is screwed; It also comprises as shown in Figure 8 another kind of circular arc eaves purlin and eave beam plate 100, and it and eaves purlin and eave beam plate 73 differences are that it is to prolong on the limit 101 at circular arc top arc to be drilled with hole for nailing 102, rather than in the top of vertical direction.

Girder head 74 shown in Fig. 2, Fig. 8 is characterized in that: it is being for being the sub-shape of square or rectangular hollow box of opening by eave beam plate one side, and paints pad pasting by basic unit 105 and surface paint colored drawing 106 or glaze and constitute, and is drilled with screw 107 at the four sides.

In the Phnom Penh 75 shown in Fig. 2, Fig. 8, it is characterized in that: it is the U section bar of surface for imitative green stone, and respectively U type upper limb limit with on the edge on vertical bottom wing limit, be drilled with hole for nailing 108 and 109, its spacing is 100～300mm, the length of its every joint plate is 0.5～4m, and the plate seam is spliced into the tongue and groove overlap joint and is screwed.

At the window shown in Fig. 8 76, it is characterized in that: the wood fan frame 110 modelled after an antique that the edge adhesion is made with rectangle or square polystyrene bar between hollow pair glass.

A kind of building in the style of the ancients external wall construction method as Fig. 2, Fig. 4, shown in Figure 8, is characterized in that carrying out according to the following steps successively:

1), U-shaped eave beam 72 is installed.By hole for nailing 93 and 94 usefulness screws that bottom wing limit on the eave beam is fixing on the wall.

2), circular arc eaves purlin and eave beam plate 73 are installed.By hole for nailing 98 and 99 usefulness screws circular arc eaves purlin and eave beam plate and body of wall timber wedge or rough ground are fixed.

3), the girder head is installed.

4), the steps head is installed.

5), erecting bed is bright.

6), window is installed.

7), Phnom Penh is installed.

8), upper body wallboard 70 is installed.With screw or dry hanging article wallboard 70 and body of wall are fixed.

9), alkali wallboard down is installed.To descend alkali wallboard 69 and body of wall to fix with screw or dry hanging article.

Another kind of middle corridor exterior wall example: as Fig. 5, Fig. 6, shown in Figure 8, it is bright 68 by platform, between girder head 74, window 76, breast 111, window on cylinder 112, the window wall or beam 113 constitute; Described breast 111 is to be made of breast steel frame, breast inside and outside wall board 114 and 115, Phnom Penh 75, window sill 116 and insulation layer 117.Described breast steel frame is by the gate-type stile made from square steel pipe 118 and 119, square steel pipe cross bar 120 and 121, scissors diagonal brace 122 that the gate-type stile is linked into an integrated entity, and the formations of fixedly being taken root in gate-type stile and ground such as angle sign indicating number 123; The gate-type stile also comprises with materials such as round steel pipe or angle steel to be made; Gate-type stile 110 and 118 differences are respectively to be welded with " eight " font connector 124 between the outside and the pillar vertical rod about in the of 119.On the described window wall or beam 113 be by gate-type stile 125 be connected the connection cross bar 126 that two gate-type stiles are one, eaves purlin and eave beam plate 100, eave beam 103, insulation layer 117 and inner wall panel 114 and exterior window trim plate 567 constitutes.

Cylinder between the window shown in Fig. 5～Fig. 7, it is characterized in that: it is by channel-section steel or square steel column 127 and 128 and be connected the square steel cross bar 129 of two columns, and they are connected and fixed steel frame part and the semicircular pillar wallboard 130 that is integral, and 131 formations of the warming plate between post jamb plate ribs by the angle sign indicating number that is welded on the column.Described semicircular pillar wallboard is by post jamb basal plate 132 and its surface paint 133, and per 300～900 one ribs 134 constitute along post height aspect, and is provided with at semicircular pillar wallboard two ends and tongue and groove limit 135 that two edge columns are fixing.It also is applicable to eaves purlin.

Another kind of middle corridor external wall construction method as Fig. 5～shown in Figure 8, is characterized in that carrying out according to the following steps successively:

1), breast steel frame 111 is installed.With expansion bolt 136 and angle sign indicating number 123 with gate-type stile 18 and 19 and ground fixedly take root.

2), cylindrical steel skeleton between window is installed;

3), wall or joist steel skeleton on the window is installed;

4), erecting bed is bright;

5), cylinder semicircular pillar wallboard 130 between window is installed;

6), window is installed;

7), Phnom Penh, window sill, exterior window trim plate and eave beam are installed;

8), breast inside and outside wall board and insulation layer are installed;

9), side fascia, eaves purlin, eave beam plate and insulation layer within the walls are installed on the window;

10), the girder head is installed.

A kind of flat roof eaves cap example: as shown in figure 10, it is characterized in that it is made of steel frame 137, ice pan eaves board 138, roof boarding 139, eaves cap watts 140, lightning-arrest anchor rod 21 and daughter's wallboard 141.Described steel frame is made of pentagon square steel stile, vertical square steel connecting rod 142,143,144,145,146 and 147; Described square steel stile is to be welded into the pentagon frame by square steel pipe 148,149,150,151 and 152, is welded to each other with middle vertical rod 153 and upper left corner cross bar 154 to form.

At the ice pan eaves board shown in Figure 10, it is characterized in that it moulds appearance that wood or materials such as plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic the make sheet material with existing building in the style of the ancients ice tray eaves purlin by employing, it is the tongue and groove overlapping the slot and fixes with screw and steel frame that it comprises the eaves boards such as chicken flavor eaves, water caltrop eaves and drawer eaves of imitative existing building in the style of the ancients along long sheet material piece to direction.

At the eaves cap shown in Figure 10 watts 140, it is characterized in that: it is by adopting steel sheet or aluminium alloys or moulding wood or materials such as plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic are made basal plate and glaze finish coat or glaze finishing coat and formed; It is a waveform laterally, and its piece mode is that tongue and groove 30 and 31 overlaps naturally, and the eaves and the head of a nail 43 were all as a whole after vertical front end cornice hook 155, a son 156 comprised with pantile body and positive ridge part, and were just having spiral shell eye 157 on the ridge; Profile after its assembling is fully with existing ice tray eaves purlin cap watt.

At the daughter's wallboard 141 shown in Figure 10, it is characterized in that: it is by adopting galvanized sheet iron or plastics or moulding wood or there is the rectangular plate of L type of coatings on surface that materials such as fiber cement or calcium silicates or GRC or glass fiber reinforced plastic are made, its riser lower end is " Z " word, olecranon-like groove 158, and waterproof rolls such as SBS 160 is fixed in this groove by press strip plate 159 with screw.

A kind of flat roof eaves cap job practices as shown in figure 10, is characterized in that carrying out according to the following steps successively:

1, steel frame 137 is installed.Pentagon square steel stile and floor slab structure are fixedly taken root with U type card 161 and expansion bolt 162 along the length aspect, angle sign indicating number and anchor plate or " U " shape pawl that welds up and down by vertical square steel connecting rod 142,143,144,145,146 and 147 two ends respectively then, and with bolt respectively with pentagon square steel stile on the anchor plate pawl that welds link fixing and form a steel frame integral body.

2, ice pan eaves board 138 is installed.With screw that ice pan eaves board and steel frame 137 is fixing.

3, daughter's wallboard 141 is installed.With screw that daughter's wallboard and steel frame 137 is fixing.

4, roof boarding 139 and eaves cap watts 140 is installed.With screw roof boarding is fixed on the steel frame, with screw eaves cap watts 140 and roof boarding and steel frame is fixed then.

A kind of tassel door example: as Figure 11, shown in Figure 12, it is characterized in that it is by tassel door steel frame, eaves purlin 163, with purlin a tree, used in making timber for boats 164, eave beam 165, curtain cage a tree, used in making timber for boats 166, the post 167 of holding court from behind a screen, numb leaf baotou beam 168, constitute with beam 169, card 170,171, numb leaf penetrating tie 172, the decorated bracket 173 of riding, decorated bracket 174, lotus leaf pier 175, U type folding post plate 176; Wherein eaves purlin, with the wallboard of different shapes such as purlin a tree, used in making timber for boats, lotus leaf pier, eave beam, curtain cage a tree, used in making timber for boats, the post of holding court from behind a screen, numb leaf baotou beam, Sui Liang, card, numb leaf penetrating tie, the decorated bracket of riding, decorated bracket, U type folding post plate by steel sheet or aluminium alloys or mould wood or basal plate and surface paint colored drawing finish coat thereof that materials such as plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic or plank are made constitute; Though material that it adopts and job practices are with existing different, appearance after it is finished and effect are all with existing building in the style of the ancients tassel door, and it is applicable to various building in the style of the ancients tassel doors.

Described is the U type with purlin a tree, used in making timber for boats 164, as shown in figure 13, has the square opening corresponding with square tube on the U type purlin a tree, used in making timber for boats lower end wall of length direction corresponding to square steel pipe 177 positions; Described eave beam 165, as Figure 12, Figure 13, shown in Figure 180, be to unite two into one by two trough slabs 178 and 179 to form, and along the eave beam length direction corresponding to upper and lower steel pipe 177 and 180 positions, on trough slab upper and lower side wallboard, all have the square opening corresponding with square tube, they are by basal plate 181, surface paint colored drawing finish coat 182 and ribs 183 constitute, and two trough slab ribs 183 and 184 are along one of the per 0.3～1m of eave beam length direction and be to use screw and square steel beam 187 to fix after tongue and groove 185 and the 186 mutual interlocks; Described curtain cage a tree, used in making timber for boats 166, as shown in Figure 12 and Figure 13, except that it be constitute by a U-shaped plate 188, U-shaped ribs 189 and square steel beam 190, all same eave beam of other way; Described decorated bracket: as shown in figure 12, constitute by square steel tenon 191 and U-shaped decorated bracket plate 192, and on square steel tenon 191, be drilled with 3～4 bolts hole and on screw, weld three nuts, the U-shaped decorated bracket is made the paint colored drawing by screw and the fixing back of square steel feather joint on its surface; Ribs in above-mentioned all purlins, a tree, used in making timber for boats or beam, the post all adopts moulds wood or materials such as plastics or polystyrene or timber or aluminium alloys are made; Described lotus leaf pier 175 its profiles are identical with existing building in the style of the ancients lotus leaf pier, but it is on an empty stomach, promptly in the centre along short transverse one square through hole is arranged.

Ribs in above-mentioned all purlins, a tree, used in making timber for boats or beam, the post all adopts moulds wood or materials such as plastics or polystyrene or timber or aluminium alloys are made.

Steel frame shown in Figure 14 is characterized in that: it is embraced a square steel beam 193, eaves purlin square steel beam 194, eave beam square steel beam 187, curtain cage a tree, used in making timber for boats square steel beam 190, the lotus post square steel column 195 that hangs down etc. by two and constitutes; Above-mentioned various square steel beam, post also comprise with channel-section steel or i iron makes (just the shape of their ribs is different).Described armful square steel Liangqi is welded with a rectangle iron plate 196 by wall one end, steel plate four angular bits have screw 197, steel plate is chosen the arm termination and is welded with a diagonal brace 198 with embracing a square steel beam, is welded with two above the arm termination and is used for fixing the angle sign indicating number 199 of eaves purlin square steel beam and is drilled with screw 200 on the sign indicating number of angle choosing; Thereunder be welded with a joint square steel pipe 201, be drilled with screw 202 on the square steel pipe; Described eaves purlin square steel beam 194, beam length direction in lower edge is welded with a U type sign indicating number 203 and square steel pipe 177 respectively corresponding to lotus leaf pier position on it, and respectively is drilled with 2 screws 204 at the two ends of beam; Described eave beam square steel beam, lower edge beam length is welded with two angle sign indicating numbers 205 and square steel pipe 180 to direction respectively corresponding to lotus leaf pier position on it, and respectively is drilled with two screws 206 at its two ends; Described curtain cage Fang Fanggangliang, square steel pipe 180 corresponding positions are welded with two angle sign indicating numbers 207 that are attached thereto in the top, respectively are drilled with 209 3 of 208 2 of bolts hole and bolts hole at its two ends; The inboard of the described post square steel column of holding court from behind a screen up and down respectively is welded with a U type sign indicating number 210 with eave beam square steel beam and curtain cage a tree, used in making timber for boats square steel beam junction, and two wings of U type sign indicating number be drilled with screw 211 this external with choose arm square steel pipe 201 junctions and be drilled with screw 212 and 213.

Eaves purlin 163 shown in Figure 13, Figure 17 is characterized in that: it is made of eaves purlin square steel beam 194, semicircle eaves purlin wallboard 214.Described semicircle eaves purlin wallboard is by basic unit's wallboard 215, and surface paint colored drawing finish coat 216 and semicircle eaves purlin wall ribs 217 and 218 constitute.Described ribs, it is along one of the per 0.3～1m of eaves purlin length direction and be fixing with square steel beam 194 with screw 221 after tongue and groove 219 and the 220 mutual interlocks, the splicing of its every joint length direction also is the tongue and groove overlap joint, and be screwed, this is external all to have a rectangular indentation corresponding to lotus pier square steel pipe position.It also is applicable to circular pillar, but does not have rectangular indentation.

At the post 167 of holding court from behind a screen shown in Figure 11, Figure 12, Figure 15, it is characterized in that: it by cylindrical shape hold court from behind a screen post jamb plate 222 and along the per 0.3～0.5m in post height aspect establish circular ribs 223 that a center is the square hole shape, panel surfaces paint colored drawing 224, hold court from behind a screen post square steel column 195 and an imitative hoop a tree, used in making timber for boats tenon cap 225,226 and 227 constitute, and respectively has circular shrinkage hole 228 and 229 in the hold court from behind a screen imitative hoop a tree, used in making timber for boats tenon cap position of post jamb of cylindrical shape; More than the inboard decorated bracket of ride decorated bracket lower end and post, respectively open a groove 230 and 231 what face metope one side from upper port.

At the numb leaf baotou beam 168 shown in Figure 11, Figure 16, it is characterized in that: the baotou beam wallboard is a C shape, beam-ends head embossment shape 234 is with existing numb leaf baotou beam moulding, open a gap 235 in the position with the purlin a tree, used in making timber for boats of beam-ends head, eaves purlin place of laying has a semicircular gap 236 on it, and is made of C shape baotou beam wallboard basal plate 237 and surface paint colored drawing finish coat 238.

A kind of job practices of tassel door as Figure 11～shown in Figure 180, is characterized in that carrying out according to the following steps successively:

1), steel frame is installed.

2), eaves purlin is installed.

3), numb leaf baotou beam is installed.

4), hold court from behind a screen post, Sui Liang, card, numb leaf penetrating tie, the decorated bracket of riding are installed.Cylindrical shape is held court from behind a screen after recessed poor 230 and 231 of post jamb aims at corresponding orientation, the central party borehole jack is gone in the square steel column 195, and will be bumped into successively from bottom to top in recessed poor 230 with beam, card, numb leaf penetrating tie, decorated bracket one end of riding after temporary fixed, after putting in place with post jamb 222 ejections that are about to hold court from behind a screen, with the other end and the body of wall fixation of angle sign indicating number and screw with above-mentioned beam slab, a tree, used in making timber for boats etc., and with bolt or screw 232 and 233 from recessed poor 231 and shrinkage pool 228 and 229 in post jamb 222 and 195 fixations of square steel column.

5), install with the purlin a tree, used in making timber for boats.

6), eave beam and lotus leaf pier are installed.

7), curtain cage a tree, used in making timber for boats and decorated bracket are installed.

8), card and folding post are installed.

A kind of gable and hip roof roof example: as Figure 19～Figure 21, Figure 26, Figure 27, shown in Figure 29, it is not only applicable to the steel roof truss structure, is applicable to the roofing of other structure yet.It is characterized in that: it by eaves flying-rafter 13, Dalian eaves and watt mouth 14, polyphenylene heat insulation slab 239, roof girder steel 240, insulation quilt 241, roof boarding 242, damp-proof course 243, roof tile 244, the positive ridge tiles 245 of volume canopy formula, cornice collude drip watts 10, the anchoring piece 8 of roof tile, positive ridge 246, the ridge 6 that hangs down, just kiss 247, Pai Shan collude drip 9, the rich wind 248 of imitative greenish white marble, the imitative chi four directions brick heart 249, Bo ridge tiles 250, Bo ridge connect brick and tile 251, in an opposite direction behind the ridge beast 252, before the wound ridge beast 253 and cantilevered corner beam 254 constitute; Wherein roof tile, volume canopy formula positive ridge tiles, positive ridge, just kiss, the rich wind of imitative greenish white marble, the imitative chi four directions brick heart, Bo ridge tiles, Bo ridge connect brick and tile, in an opposite direction behind the ridge beast, before the wound ridge beast, various wallboards such as cantilevered corner beam or lath all constitute to mould basal plate and the finish coats such as surperficial glaze or paint colored drawing that materials such as wood or plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic or steel sheet or aluminium alloys or galvanized sheet iron or plank make.

Described rich ridge tiles 250 and Bo ridge connect brick and tile 251, as Figure 27, shown in Figure 29, also constitute by basal plate and surperficial glaze finish coat; They are strip, and the former section configuration is with the rich ridge tiles of existing building in the style of the ancients, but many two installed edge strips 255,256, and by angle sign indicating number 257 and 258 and screw and this edge strip be connected and fixed; And the latter is with the sheet material backfin or cast with the rich ridge of existing building in the style of the ancients and connect brick, press when bar and the proper identical bar section bar of ditch three all-in-one-piece profile, and with angle sign indicating number 258 and 259 and screw 260,261 and 262 be connected and fixed at two ends up and down, the piece of both every along its length joint plates is the tongue and groove overlap joint, and is screwed.

At the roof tile shown in Figure 19～Figure 21 244, its appearance is fully with existing building in the style of the ancients roof tile, it is applicable to except that ridge tiles and colludes the various building in the style of the ancients roof tiles that drip the interlude watt two ends, it is characterized in that: it is made of polystyrene insulation layer 263, waveform basal plate 264 and surperficial glaze finish coat 265 thereof, its every watt with adjacent watt piece mode: laterally be that tongue and groove 266 and 267 overlaps naturally; Vertically take assembly and fixing with fixture 8 with screw 270 for tongue and groove 268 and 269.

Another kind of roof tile example: as shown in figure 22, it is applicable to various building in the style of the ancients roofings, it is characterized in that it forms by moulding basal plate that wood or materials such as plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic or steel sheet or aluminium alloys or galvanized sheet iron make and surperficial glaze finish coat or glaze finishing coat two parts, its cross section is a waveform, every watt with adjacent watt piece mode, laterally: for tongue and groove 30 and 31 overlaps naturally; Vertically be tongue and groove 271 and tongue and groove 273 overlap joints of being with slot 272 and fixing with fixture 276 with screw 274 and latch steel plate 275; Appearance after it is installed is fully with existing building in the style of the ancients roof tile.

Described pinboard 275 is to be drilled with screw 278 on curved plate 277.

Described fixture 293 as shown in figure 23, is square box shape, and its upper surface is arc and has two screws 279 and a strip inlet 280 that its bottom plate grows an otic placode that is used for fixing 281, and is drilled with two screws 282 on this plate; It comprises with materials such as steel sheet or aluminium alloy plate or plastics or plastic-steels makes.

Another kind of roof tile example: as shown in figure 24, it is applicable to various building in the style of the ancients roofings, it is characterized in that it is made of gutter tile bar 283, semicircular tile bar 284 and supporting steel frame 285.Described supporting steel frame is by supporting vertical rod 286, be welded on to support vertical rod lower end anchor plate 287 and be welded on the support rail 288 that supports vertical rod top and constitute, and this supports one of the per along the longitudinal direction 0.3～1.2m of vertical pole ' s span; Described gutter tile bar 283 is an arc in the middle of its section configuration, and both wings are zigzag, and per respectively 0.2～0.6m has a screw 290 and 289 on the zigzag both wings stile and stile upper surface; Described semicircular tile bar 284, its section configuration are semicircular arc, and per 0.2～0.6m has a screw 390 on the concave edge of arc lower end.

The every joint length of above-mentioned gutter tile bar and semicircular tile bar is 0.3～3.0m, they are by adopting aluminium alloys or steel sheet or fiber cement or calcium silicates or plastics or moulding wood or basal plate that materials such as GRC or glass fiber reinforced plastic are made and surperficial glaze finish coat or glaze finishing coat two parts are formed, and its vertical piece is that tongue and groove overlaps naturally.

Its mounting method is: it is fixing with expansion bolt supporting steel frame anchor plate 287 and roof structure to be taken root earlier, and the screw 289 that passes gutter tile bar upper surface with screw 292 is fixed the upper surface of gutter tile bar and support rail 288; Then semicircular tile bar 284 edges are put into screw 290 and the support rail 288 that also passes semicircular tile bar and gutter tile bar on the gutter tile bar with bolt 291, with two side elevations and the fixation of cross bar both ends of the surface of semicircular tile bar and gutter tile bar.

At the positive ridge tiles 245 of volume canopy formula shown in Figure 19, its appearance is fully with the positive ridge tiles of existing building in the style of the ancients volume canopy formula; It is applicable to the positive ridge tiles of various building in the style of the ancients volume canopy formulas, it is characterized in that: it is by polystyrene insulation layer 263, basal plate 264 and surperficial glaze finish coat 265 thereof constitute, it laterally be waveform, vertically is arc, its every watt with adjacent watt piece mode, laterally: for tongue and groove 266 and 267 overlaps naturally; Vertically also be tongue and groove 269 fix with tongue and groove 268 overlap joints of lower end watt and with screw and fixture 8 at the arc two ends.Watt cambered top end positive ridge square steel is installed is supported vertical rod 293 places and have square or rectangular through-hole 294.

Positive ridge 246 shown in Figure 19 and Figure 25 is characterized in that: it is made of four parts such as the steel bracket of the positive ridge of support fixation, proper ditch 295 and 296, just ridge lining 297 and 298, and button ridge semicircular tiles 299; Profile after its assembling has positive ridge fully together now, and is applicable to the positive ridge of other various building in the style of the ancientss.Described fixed support steel bracket is by the support vertical rod 293 made from square steel or angle steel or channel-section steel, be welded on the angle sign indicating number 300 that supports the vertical rod lower end, be vertically welded in two cross bars 301 and 302 that support in the vertical rod, vertically the anchoring pole 21 of drawknot square steel pipe 303 and fixed installation button ridge semicircular tile 299 and lightning-arrest bar constitutes; Described proper ditch is that the proper ditch and the pressure that will have the positive ridge of building in the style of the ancients both sides respectively now are worked as bar, group's vitta and following binding of positive ridge bobbin all-in-one-piece long lath, fixes with screw and cross bar 301 two ends on it, and the lower end uses the angle sign indicating number 305 of screw and both sides fixing;

Described positive ridge lining is a zigzag, and it is fixed with last sheer pole 302 and 301 with screw 306 and 307 respectively at two ends up and down; Described button ridge semicircular tile 299 is on the semicircular basis of existing button ridge semicircular tile, an ear is respectively extended on both sides, be about to semicircular existing button ridge semicircular tile and link all-in-one-piece cap shape with positive ridge bobbin top ledge, and spiral-lock is behind positive ridge lining 297 and 298 upper ends, the left and right sides with screw 308, pass top screw 309 with anchoring pole 21 and be fixed and be installed on the steel bracket.

Above-mentioned proper ditch, positive ridge lining and button ridge semicircular tile etc. watt or ridge are formed by moulding basal plate that wood or materials such as plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic or steel sheet or aluminium alloys or galvanized sheet iron make and surperficial glaze finish coat or glaze finishing coat two parts, their every joint length is 0.3～3m, and its piece is all the tongue and groove overlap joint.

Its mounting method is:

1), the angle sign indicating number 300 that will support the vertical rod lower end with bolt 304 fixes with the roof truss structure girder steel, and will support vertical rod with vertical drawknot square steel pipe 303 and interconnect the steel bracket that is fixed into an integral body.

2), proper ditch 295 and 296 is installed.Respectively the proper ditch 295 of the left and right sides and 296 upper end and cross bar 301 two ends are fixed with screw, the angle sign indicating number 305 of lower end and both sides is fixing.

3), positive ridge lining is installed.With both sides be zigzag positive ridge lining 297 and 298 up and down two ends respectively with screw 306 and 307 and last sheer pole 302 and 301 two ends fix.

4), installing tache ridge semicircular tile 299.To detain ridge semicircular tile spiral-lock behind positive ridge lining 297 and 298 upper ends, and after the left and right sides uses screw 308 and cross tube 302 two ends upsides fixing, and pass top screw 309 with anchoring pole 21 the vertical drawknot square steel pipe 303 of its upper end and steel bracket is fixed.

Just kiss 247 shown in Figure 25～Figure 27 is characterized in that: it is by steel bracket 310 and just kissing plate 311,312,313,314,315,316,317 and 318 2 parts constitute; It is applicable to the just kiss of various building in the style of the ancientss.

The bracing frame vertical rod 319 that described steel bracket is made by square steel or channel-section steel, be welded on the cross bar made from square steel pipe 320,321 and 322 of vertical rod upper, middle and lower portion, two ends and bracing frame vertical rod are welded or are vertically drawn 323 and 324 by what angle sign indicating number, bolt linked into an integrated entity, and anchor plate 325 formations that are welded on the tie-strut lower end.

The described plate of just kissing, as Figure 26 and shown in Figure 27, be by the left and right sides up and down four blocks of plates 311,312,313 and 314 and side end panel 315,316,317 and 318 assembled, the upper and lower plates piece is tongue and groove 326 and 327 overlap joints and passes cross bar 321 with bolt 328 and fixed that headboard and upper side panel 312 and 314 pieces also are tongue and groove overlap joint and fixing with screw 329; The both sides side plate is to pass cross bar 321,322 and 320 respectively with bolt 328,330 and 331 to be fixed to each other on the steel bracket, and side end panel is by fixing with screw and angle sign indicating number and side plate and vertical rod.Described side end panel 317 and sword 332 and upper side end plate 333 fuse; Described side end panel 318 fuses with the back of the body beastly 334 and kiss seat 335.

The above-mentioned plate of just kissing is by adopting steel sheet or aluminium alloy plate or plastics or moulding wood or materials such as fiber cement or calcium silicates or GRC or glass fiber reinforced plastic are made, and its surface be the glaze facing, and the appearance embossment appearance after its assembling has now fully together variously just kisses.

Behind the in an opposite direction ridge beast shown in Figure 25 and Figure 29 252, it is characterized in that: it by support fixation clash the steel bracket of lath behind the ridge beast and in an opposite direction behind the ridge beast lath two parts constitute, behind the ridge beast in an opposite direction of the together existing fully building in the style of the ancients of the profile after its assembling, and after being applicable to the ridge beast in an opposite direction of other various building in the style of the ancientss.

Described fixedly steel bracket, as shown in figure 29, be the support vertical rod 336 of making by square steel pipe or channel-section steel, be welded on the steel plate 337 that supports the vertical rod lower end, the angle sign indicating number 338 and 339 that is welded on the vertical rod both sides, vertical rod is connected into vertical square steel pipe of an integral body or angle tie 340 and fixed installation button ridge semicircular tile bar and lightning-arrest bar anchoring pole 21 constitute.

Lath is will have building in the style of the ancients respectively now to clash the Xie Danggou of both sides behind the ridge beast, press when bar and the left and right sides lath 342 that fuses of ridge bobbin and 343 and buckle ridge semicircular tile bar (341 formations in an opposite direction behind the described in an opposite direction ridge beast, they are by adopting aluminium alloy plate or steel sheet or fiber cement or calcium silicates or plastics or moulding wood or materials such as GRC or glass fiber reinforced plastic are made, its surface is the glaze facing, their every joint length is 0.3～3m, and its piece is all the tongue and groove overlap joint.Its upper, middle and lower end of described left and right sides lath is fixed with angle sign indicating number 339,338 and 347 with screw 344,345 and 346 respectively; Described button ridge semicircular tile bar, its section configuration are semicircle, and are drilled with bolt hole 348 on button ridge semicircular tile bar end face.

Lath behind the described ridge beast in an opposite direction, as shown in figure 29, be to have building in the style of the ancients respectively now to clash the Xie Danggou of both sides behind the ridge beast, press when bar and the left and right sides lath 342 that fuses of ridge bobbin and 343 and buckle ridge semicircular tile bar 341 formations in an opposite direction, they are by adopting aluminium alloy plate or steel sheet or fiber cement or calcium silicates or plastics or moulding wood or materials such as GRC or glass fiber reinforced plastic are made, its surface is the glaze facing, their every joint length is 0.3～3m, and its piece is all the tongue and groove overlap joint.Its upper, middle and lower end of described left and right sides lath is fixed with angle sign indicating number 339,338 and 347 with screw 344,345 and 346 respectively; Described button ridge semicircular tile bar, its section configuration are semicircle, and are drilled with bolt hole 348 on button ridge semicircular tile bar end face.

Before the in an opposite direction ridge beast shown in Figure 25 and Figure 30 253, it is characterized in that: it by support fixation clash the steel bracket of lath before the ridge beast and in an opposite direction before the ridge beast lath two parts form, before the ridge beast in an opposite direction of the together existing fully building in the style of the ancients of the profile after its assembling, and before being applicable to the ridge beast in an opposite direction of other various building in the style of the ancientss.

Described steel bracket, as shown in figure 30, be the support vertical rod 349 of making by square steel pipe or channel-section steel, be welded on the anchor plate 350 that supports the vertical rod lower end, be welded on vertical rod middle part and top perpendicular to the horizontal square steel pipe cross bar 351 of vertical rod and 352 and vertical square steel pipe or angle tie 353 that vertical rod connects into integral support constituted.

Lath before the described ridge beast in an opposite direction, as shown in figure 30, be will have now respectively building in the style of the ancients clash three of the beastly preceding both sides of ridge connect brick, press when bar and the left and right sides lath 354 that tiltedly fuses when ditch and 355 and 356 button ridge semicircular tile bar 357 two parts that fuse of will trotting constitute, they are by adopting aluminium alloy plate or steel sheet or fiber cement or calcium silicates or plastics or moulding wood or materials such as GRC or glass fiber reinforced plastic are made, its surface is the glaze facing, their every joint length is 0.3～3m, and its piece is all the tongue and groove overlap joint.Described its upper, middle and lower of left and right sides lath respectively with screw 358,359 and 360 with middle and upper part cross bar 352 and 351 and angle, lower end sign indicating number 361 fix; Described button ridge semicircular tile bar 357 comprise fuse with it trot 356, its section configuration is semicircle, and is drilled with bolt hole on button ridge semicircular tile bar end face.

At the cantilevered corner beam 254 shown in Figure 25, Figure 28 and Figure 31, it is characterized in that constituting by old cantilevered corner beam 362 and young cantilevered corner beam 363, the profile after its assembling has the cantilevered corner beam of building in the style of the ancients fully together now, and is applicable to the cantilevered corner beam of other various building in the style of the ancientss.

Described old cantilevered corner beam, as Figure 31 and shown in Figure 32, be by steel channel beam 364, along the beam length direction every 0.3～0.9m each welding or constitute up and down with angle sign indicating number 365 of bolt and old cantilevered corner beam flag 366 in the both sides of beam.

Described steel channel beam 364, shown in figure 32, its both sides are by welding or bolted four angle sign indicating numbers 365 and screw 367 are fixed into one with old cantilevered corner beam flag 366 with steel channel beam up and down, and by angle, beam rear end sign indicating number 368 and 369 and bolt is fixed on steel channel beam on the roof structure plate or on the structure pillar, the both sides of the steel channel beam of the young angle beam junction that this is external with top respectively weld a block length square be connected steel plate 370, steel channel beam also comprises to be made with square steel pipe or i iron.

Described old cantilevered corner beam flag, shown in figure 32, for " C " font, also comprise square tube shape or rectangle, by adopting aluminium alloy plate or steel sheet or fiber cement or calcium silicates or plastics or moulding wood or materials such as GRC or glass fiber reinforced plastic are made basal plate 371 and surface paint colored drawing 372.

Described young cantilevered corner beam 363, as Figure 31 and shown in Figure 34, its structure practice is with old cantilevered corner beam, and just profile is different, and it is made of steel channel beam 373, angle sign indicating number 374, young cantilevered corner beam flute profile beam slab 375 and fixed corner code 376 thereof and cover beastly 377; Described young cantilevered corner beam channel-section steel Liangqi both sides are connected and fixed young chamfered groove ellbeam plate and top and young chamfered groove ellbeam plate by welding or bolted four angle sign indicating numbers 373 and screw 378 up and down with screw 379 angle sign indicating number 376 is connected and fixed and is integral, and links into an integrated entity by both sides, the rear end connection steel plate 370 of beam and the steel channel beam 364 of bolt 380 and the old cantilevered corner beam in lower end.

The job practices on a kind of gable and hip roof roof as Figure 19, Figure 25, Figure 26 and shown in Figure 28, is characterized in that carrying out according to the following steps successively:

1), eaves flying-rafter 13 is installed.

2), cantilevered corner beam 254 is installed.

3), Dalian eaves and watt mouth 14 are connected and fixed with U-shaped steel part 66 and flying-rafter termination with screw or bolt.

4), polyphenylene heat insulation slab 239 → installation insulation quilt 241 → installation roof boarding 242 → shop SBS damp-proof course 243 is installed.

5), cornice being installed colludes and drips watts 10.

6), roof tile 244 is installed.

7), the positive ridge tiles 245 of volume canopy formula is installed.

8), positive ridge 246 is installed.

9), the Bo ridge is installed and is connected the brick and tile 251 → Bo ridge 250 → imitative chi four directions brick heart 249 → imitative greenish white marble Bo wind 248.

10), the row of installation mountain is colluded and is dripped 9.

11), the ridge 6 that hangs down is installed.

12), installation is just kissing 247.

13), ridge beast preceding 253 in an opposite direction is installed.

14), install in an opposite direction behind the ridge beast 252.

Another kind of flat roof eaves cap example: as shown in figure 35, it by steel frame, eaves board 381, steamed bun top board bar 382, eaves flying-rafter 13 Dalian eaves and watt mouth 14, U shaped steel spare 66, cornice collude drip watts 10, positive epimere bar 383, button ridge semicircular tile bar 341, anchoring pole 21, insulation layer 384 and daughter's wallboard 141 constitute.

Described steel frame is to be made of vertical stile and longitudinal tie 385,386,387 and 388; Described vertical stile is by two vertical rods 389 and 390 and be welded to each other by brace 391 and cross bar 392 and form; Vertical rod 389 upper ends are welded with two angle sign indicating numbers 338 and 339, lower end is welded with that a rectangle anchor plate 393, vertical rod 390 lower ends also are welded with a rectangle anchor plate 394 and each all is welded with 1～2 up and down with the longitudinal tie junction and fixedlys connected angle sign indicating number 395 in two vertical rods, vertical stile is 0.4～1.0m along cornice length to the direction spacing, uses expansion bolt 396 with vertical stile bottom steel plate 393 and the fixation of structural concrete floor; The vertical various rod members of stile also comprise angle steel or channel-section steel.

Described longitudinal tie is that square steel pipe also comprises with angle steel or channel-section steel and making, and its two ends is connected and fixed with bolt and angle sign indicating number 395 on the vertical stile and is one.

Described positive epimere bar 383 is the proper ditch of the existing positive ridge of building in the style of the ancients to be worked as bar, group's vitta and positive ridge bobbin with pressure link the all-in-one-piece long lath, its upper, middle and lower end is fixed with screw and angle sign indicating number 339,338 and 397 respectively, it is by adopting aluminium alloy plate or steel sheet or fiber cement or calcium silicates or plastics or moulding wood or materials such as GRC or glass fiber reinforced plastic are made, its surface is the glaze facing, their every joint length is 0.3～3m, and its piece is all the tongue and groove overlap joint.

Described steamed bun top board bar, it is characterized in that outer just as existing building in the style of the ancients steamed bun top, but different is, it is hollow steamed bun top arcuation lath, every joint length is 0.3～3.0m, its vertical piece is the tongue and groove overlap joint, and the screw on the lower sid strip 398 installs and fixes it on the wall on this lath by passing with screw; It is by adopting fiber cement or calcium silicates or plastics or moulding wood or materials such as GRC or aluminium alloy plate or glass fiber reinforced plastic are made, and its surface is imitative greenish white marble facing; It is applicable to the steamed bun top of various building in the style of the ancientss.

The job practices of another kind of flat roof eaves cap as shown in figure 35, is characterized in that carrying out according to the following steps successively:

1), steel frame and warming plate 384 are installed.

2), steamed bun top 382 and eaves board 381 are installed.

3), eaves flying-rafter 13, Dalian eaves and watt mouth 14 are installed.Eaves is flown rafter square steel beam and steel frame is fixed with U bolt 399.

4), cornice being installed colludes and drips watts 10.

5), positive epimere bar 383 is installed.

6), daughter's wallboard 141 is installed.

7), installing tache ridge semicircular tile bar 341.

A kind of covered corridor example: as Figure 36, shown in Figure 37, it by eaves purlin 400, purlin a tree, used in making timber for boats plate 401, eave beam 402, plum blossom square column 403,4 404, melon post 405, back timber 406, ridgepole a tree, used in making timber for boats 407, two ridgepole 408, arched rafter 409, railing 410, capital stone 411, reversal of the natural order of things lintel 112, Bo aerofoil 413, girder head 74 and steelframe 431, eaves flying-rafter 13, Dalian eaves and watt mouth 14, cornice collude drip watts 10 and the positive ridge 11 of volume canopy formula constitute.

Described eaves purlin 400 as shown in figure 38, is to be made of steel frame and semicircle eaves purlin wallboard 130.Described steel frame by eaves purlin square steel or steel channel beam 127 and 128 and vertical connecting rod 129 and be welded on connecting rod up and down the angle sign indicating number 414 on the two ends constitute.

Described purlin a tree, used in making timber for boats plate 401, as shown in figure 40, be that the purlin a tree, used in making timber for boats plate 416 and 417 that surface by square steel vertical rod 415 of purlin a tree, used in making timber for boats plate and both sides thereof has paint or a colored drawing constitutes, square steel vertical rod upper and lower side respectively with angle sign indicating number 418 and 419 and the eave beam girder steel 187 of bolt and top eaves purlin girder steel 128 and lower end be connected and fixed and be integral.

Described eave beam 402, as shown in figure 40, with eave beam 165, and the flute profile sign indicating number by being welded on eave beam girder steel 187 lower ends and the angle sign indicating number 419 and the screw 420 of upper end are connected and fixed the reversal of the natural order of things lintel frame 421 of lower end and the purlin a tree, used in making timber for boats plate and the eave beam of upper end respectively except that specification and paint colored drawing difference.

Described 4, as Figure 37, Figure 38, shown in Figure 41, be to constitute by square or rectangular steel pipe beam 422 and U-shaped 4 wallboard 423, its structure practice is with curtain cage a tree, used in making timber for boats 166, but specification and paint colored drawing are different, and it is connected and fixed top eaves purlin and following column cap in aggregates by steel plate above the two ends 424 and following column cap angle sign indicating number 425 and bolt respectively; And rectangular steel plates 426, angle sign indicating number 427 and bolt 428 by being welded on beam 422 middle-end both sides and 429 lower ends with the square steel post 430 of two the melon posts 405 in upper end are fixedly connected on one.

Described melon post 405 as Figure 37, shown in Figure 41, is to be made of square steel post 430 and square tube type sleeve 431.Described square steel post, its lower end and 4 square steel pipe beam 422 are connected and fixed, the upper end respectively with angle sign indicating number 432,433 and 414 and back timber square steel beam 434 and two ridgepole square steel beams 127 and 128 be connected and fixed in aggregates.

Described back timber,, as Figure 37, shown in Figure 41, be to constitute by back timber square steel beam 434 and U-shaped back timber wallboard 435, its structure practice with curtain cage a tree, used in making timber for boats 166 but specification and paint colored drawing different.

Described ridgepole a tree, used in making timber for boats plate 407 and two ridgepole 408, as Figure 37, shown in Figure 41, they are except that specification and paint colored drawing difference, respectively with purlin a tree, used in making timber for boats plate 401 and eaves purlin 40.

The covered corridor roof tile is colluded by the cornice of both sides and drips watts 10 and be spliced with the central authorities positive ridge tiles 11 of volume canopy formula.

Described eaves flying-rafter 13, it is substantially with eaves flying-rafter 13, and different is until connecting with arched rafter 409 with eave-rafter 53, square steel pipe 55 and roof boarding 54 lengthenings.

Described many pots of rafters 409, as Figure 37, shown in Figure 41, except that arched rafter was arched arc and termination difference, other all was made of eave-rafter 53, square steel pipe 55 and roof boarding 54 with eave-rafter 13.

At the plum blossom square column 403 shown in Figure 36, Figure 39, it is made of square steel structural column 436 and plum blossom post jamb 437, and its upper end is connected and fixed with eave beam square steel beam 187 by rectangular steel plates 438 and the bolt 439 that is welded on the pillar both sides; The top is connected and fixed with 4 structure square steel beam by angle sign indicating number 425 and the bolt 440 that is welded on the pillar both sides, and its lower end is integral with the concrete piers anchoring by anchor plate 441 that is welded on the bottom and the anchor bolt 442 that is embedded in the concrete foundation.Described square steel structural column 436 also comprises with channel-section steel or i iron to be made.Described plum blossom post jamb 437 is to be formed by concavo-convex wedge 444,445 mutual interlocks by two " L " type wallboards 443, and with screw 446 and bolt 447 and 436 fixations of square steel structural column.Described wallboard 443 it by adopting aluminium alloy plate or steel sheet or fiber cement or calcium silicates or plastics or moulding wood or basal plate 448, surface paint or colored drawing finish coat 449 and ribs 450 that materials such as GRC or glass fiber reinforced plastic are made constitute; Described ribs is with polyphenyl or rough ground or plastics or moulds wood etc. and make, and along the per 0.3～1m in height aspect of post together.

A kind of job practices of covered corridor as Figure 36～shown in Figure 41, is characterized in that carrying out according to the following steps successively:

1), steel frame is installed.Its process flow is as follows:

Plum blossom post square steel structural column 436 → eave beam square steel beam 187 → 4 square steel beam 422 → purlin a tree, used in making timber for boats plate vertical rod 415 → eaves purlin steelframe → melon post square steel post 430 → back timber square steel beam 434 → ridgepole plate vertical rod → two ridgepole steelframes

The exterior panel of above-mentioned each one 2), is installed.Its process flow the same (this omits).

3), eaves flying-rafter, Dalian eaves and Wa Kou are installed.

4), arched rafter is installed.

5), cornice being installed colludes and drips watt.

6), the positive ridge tiles 11 of volume canopy formula is installed.

7), girder head 74 is installed.With bolt and angle sign indicating number with girder head square frame steelframe 453 and steel column, beam fixing after, with screw girder head 74 and square frame steelframe are fixed.

8), reversal of the natural order of things lintel 412 is installed.

9), railing 410 is installed.

10), Bo aerofoil 413 is installed.

A kind of screen wall example: as Figure 42～shown in Figure 44, it is not only applicable to various coloured glazes or blue bricks screen wall, makes to be used for various courtyard walls yet, it is characterized in that it is made of steel frame and screen wall wallboard and watt top 454 3 parts.

Described steel frame as shown in figure 44, is characterized in that, it by channel-section steel grade beam 455, xumizuo steel frame 456, upper body steelframe bone 457 and 458, upper body to roof steel frame 459 and 460 and vertical square steel pull bar 461,462,463,464 and 465 constitute.

Described channel-section steel grade beam 455, as Figure 44, shown in Figure 45, be the elongated steel channel beams in two roads, and be welded with square steel latch 469 with top steel frame 456 connections place along its length, it is fixed with the ground base concrete by the short channel-section steel 467 and the bolt 468 that are welded with anchoring U-shaped reinforcing bar 466, and strengthens being connected and fixed with expansion bolt 470.

Described xumizuo steel frame 456, as Figure 44, shown in Figure 46, cross bar 472 that it is welded to each other by two square steel vertical rods 471 and two vertical rods and 473 steel framework, be welded on latch 474 and angle sign indicating number 475 on cross bar 473 two ends, and detachable diagonal member steel pipe 476 constitutes; Its upper end is by being connected and fixed with the vertical rod lower end of bolt 477 with the steel frame 457 of latch 474 and angle sign indicating number 475 and upper end; Its lower end then is connected and fixed two vertical rods, 471 lower ends and grade beam and latch with bolt 468 and 478;

Described upper body steel frame 457 and 458, their structure is the same, by vertical rod 479 and 480 and cross bar 481 is welded into the gate-type stile and two cable-stayed support bars 482 constitute, and respectively welding a square steel latch 483 at two vertical rod upper ends, the steel frame upper and lower side is connected and fixed by this latch and bolt 477 fixing.

Described upper body is to roof steel frame 459 and 460, and as Figure 44, shown in Figure 46, the former removes no square steel latch 482, and and the gate-type stile on outside the two side angle sign indicating numbers 484, other structure situation is all with upper body steel frame 457; The latter is triangle steelframe being welded into square steel and by angle sign indicating number 484 and bolt 485 both cross bars is connected and fixed.

Described vertical square steel pull bar 461,462,463,464 and 465, as Figure 44, shown in Figure 47, they are all made with square or rectangular steel pipe or channel-section steel, except that pull bar 465 two ends be by its both sides be welded on angle sign indicating number 486 on the triangle steelframe 460 and bolt 487 with triangle steelframe drawknot fixing, other all is to weld angle sign indicating number 488 and anchor plate or " U " shape pawl 489 up and down respectively at the two ends of pull bar, and by bolt 490 and 491 respectively with portal frame or steel frame on, anchor plate pawl 492 drawknots that weld in the vertical rod of lower end are fixed, or fix with the square steel anchorage 493 and 494 drawknots that are welded on triangle steelframe 460 cross bars and are welded on the two ends under the cross bar 473, in addition vertically drawknot except that above-mentioned square steel pull bar, also adopt steel pipe scissors stay bolt bar 495 with 496 be welded on portal frame or steel frame vertical rod about be connected tapered jaw 497 and 498 usefulness bolts 499 are connected and fixed.

Described screen wall wallboard, as Figure 42, shown in Figure 43, it is characterized in that: it is made of xumizuo 500, the water chestnut base of a pillar 501, pillar 502, line a long thick piece of timber shaped like a square pillar 503, hoop a long thick piece of timber shaped like a square pillar 504, front and the side ears or side handles of a utensil 505 and 506, center card 507, square brick heart side plate or rectangular slab 508, trouble gusset 509, lateral side wire a long thick piece of timber shaped like a square pillar 510, the side square brick heart 511, side hoop a long thick piece of timber shaped like a square pillar 512.Described xumizuo by ice pan plate 517 and 518 under imitative greenish white marble concrete pedestal 513, blue bricks Gui angle 514, the straight eaves board 515 in front and side and 516, front and the side, front with a tight waist and side panel 519 and 520, go up ice pan plate 521 and 522, front and side cover plate 523 and 524 and both sides square steel or angle steel hound 525 and triangle keel frame 526 constitute up and down.

Above-mentioned various screen wall wallboard or lath are made by materials such as fiber cement or calcium silicates or GRC, and its surface is imitative blue bricks or finish coats such as stone or coloured glaze; As shown in figure 48, its mounting method is, they hang in the upper and lower plates recessed poor 528 and 529 by vertical respectively vertically the inserting of both wings up and down of T shape dry hanging article 527, and be fixed on steel frame or the additional party steel joist 535 with the dry hanging article other end of bolt 530 with vertical both wings, the piece of its horizontal transverse direction is the tongue and groove overlapping the slot.

Described watt of top, as Figure 42～shown in Figure 44, be by ice pan eaves board 531, triangle steelframe 460 and pull bar 465, roof boarding 532, volume canopy formula roof tile 533, the ridge 6 that hangs down, Pai Shan collude drip 9 and Bo aerofoil 534 constitute.

Described ice pan eaves board 531, it is identical with ice pan eaves board 138.

Described volume canopy formula roof tile 533, it is substantially with eaves cap watts 140, and different is before and after the former is eaves cap watt is that symmetry is consistent fully.

Described Bo aerofoil 534, except that size dimension was different, it was substantially with Bo wind 248.。

A kind of job practices of screen wall as Figure 42～shown in Figure 48, is characterized in that carrying out according to the following steps successively:

1), beats concrete pedestal, installation channel-section steel grade beam 455.

2), steel frame is installed.

3), build blue bricks Gui Jiao, install down both sides square steel or angle steel three corner bracing keel framves 525,526.

4), the various wallboard bars in xumizuo are installed.

5), the above various screen wall wallboards in xumizuo are installed.

6), watt item is installed.

A kind of courtyard wall example: as Figure 49, shown in Figure 50, it is applicable to various courtyard walls modelled after an antique, it is characterized in that the steel frame that it is made up of grade beam 455, gate- type stile 458 and 459, triangle roof steelframe 460 and vertical square steel pull bar 462,463,464 and 465, following alkali wallboard 536, upper body wallboard 537, assorted window or door 538, ice tray eaves purlin 539, watt top 540, watt top ridge 541, platform alum 542 constitute.

Described alum 542, shown in Figure 51, it is the imitative greenish white marble precast member for reinforcing bar concrete of strip, its section is L shaped, and under rest on the horizontal tail of alkali wallboard per along its length 0.5～1.0m place be reserved with the through hole 564 of erection bolt, its mounting method is fixed buckle angle sign indicating number 547 and L shaped alum 542 is buckled on channel-section steel grade beam 455 flanks for pass through hole 564 with bolt 548.

Described down alkali wallboard, upper body wallboard, assorted window or door, ice tray eaves purlin are by adopting steel sheet or fiber cement or calcium silicates or plastics or moulding surface that material such as wood the makes finish coat for imitative stone or coloured glaze or blue bricks; Their mounting method: a kind of is directly to be screwed on additional square steel or angle steel keel 535, and another kind is except that assorted window or outdoors all with the screen wall wallboard.Promptly hang in the upper and lower plates recessed poor 528 and 529, and be fixed on steel frame or additional square steel or the angle steel keel 535 with the dry hanging article other end of bolt 530 with vertical both wings by vertical respectively vertically the inserting of both wings up and down of T shape dry hanging article 527.In addition, the piece of their horizontal transverse direction is the tongue and groove overlapping the slot.

Described assorted window or door comprise five sides, six sides, from all directions, circle, dicyclo, two water chestnut and various moulding such as fan-shaped, its mounting method cage plate 567 of studying in the same school.

Described watt of top ridge 540, it is substantially with eaves cap watts 140, and different is before and after the former is eaves cap watt is that symmetry is consistent fully.

Described watt of top ridge 541, except that the size dimension shape was different, other was basic with positive ridge 246.

Another kind of courtyard wall example: shown in Figure 52, it is applicable to various courtyard walls modelled after an antique, especially be specially adapted to the interim enclosing of detachable courtyard wall modelled after an antique, it is characterized in that it is welded to each other to be integral and to form on the leg-of-mutton vertical rod frame 551 of head, the two ends with wall top watt brace 552 and diagonal brace 553 and is connected and fixed with connector 565 bolts 560 that are welded on the diagonal brace 553 by being anchored in channel-section steel grade beam 455 on the concrete cushion and anchoring piece 467 thereof, square steel or channel-section steel vertical rod 549; Descend and be welded on the diagonal brace 554 that the connector 561 usefulness bolts 562 in the grade beam stull 555 are connected and fixed, the grade beam stull 555 that joint angle sign indicating number 563 usefulness the bolts 566 of the other end and channel-section steel grade beam 455 welding are connected and fixed, and two ends the vertical square steel pull bar 556 that the vertical rod frame is connected and fixed and steel frame, platform alum 542, courtyard wall plate 536 and 537, ice pan eaves board 539 and courtyard wall watt top 550 formations of 557,558 and 559 courtyard walls that constitute.

Described courtyard wall plate is that available dry hanging article 530 is connected with steel frame, and also available screw is directly fixed with steel frame or additional party steel joist 535.

Claims (54)

1, a kind of novel energy-conserving emission reduction pseudo-classic architecture: it is applicable to various building in the style of the ancientss, it is characterized in that: the present invention is by volume roof, the hard mountain of canopy formula (1), gable and hip roof roof (2), body of wall, flat roof eaves cap, the tassel door, covered corridor (3), screen wall (4) and courtyard wall eight parts such as (5) constitute, it is on complete basis according to the appearance that has building in the style of the ancients now, adopt lightweight steel construction as purlin, a tree, used in making timber for boats, beam, rafter, post, the support structure skeleton or the supporting rod of body of wall and roof tile, and adopt calcium silicates or fiber cement or steel sheet or aluminium alloy plate or mould wood or various novel purlin that modern architecture materials such as plastics or GRC or glass fiber reinforced plastic or polystyrene are made, a tree, used in making timber for boats, beam, rafter, post, structures such as body of wall material and roof tile, parts; Carry out batch production production (comprising paint, colored drawing), assembled on site, substitute existing wooden beam, post, rafter and with soil fire watt etc. traditional building materials modelled after an antique, and the construction technology that falls behind is with the purpose that reaches energy-saving and emission-reduction, cleaning construction and installation, improves work efficiency, reduces cost.

2, roof, a kind of hard mountain of volume canopy formula example: the appearance after it is installed is fully with existing building in the style of the ancients roof; It is applicable to various building in the style of the ancientss roofs such as comprising outstanding mountain top, it is characterized in that it is colluded by the ridge (6) that hangs down, roof tile (7), the fixture (8) that supports roof tile, row mountain to drip that (9), cornice collude anchoring piece (12), eaves flying-rafter (13), Dalian eaves and the Wa Kou (14) that drips watt (10), the volume positive ridge tiles of canopy formula (11), supports positive ridge and lightning-arrest bar, the rich wind (15) of imitative greenish white marble constitutes; Wherein hang down ridge, roof tile, Pai Shan collude drip, cornice collude drip watt and various watts of the positive ridge tiles of volume canopy formula etc. or ridge by adopting steel sheet or aluminium alloy plate or plastics or moulding wood or basal plate that materials such as calcium silicates or fiber cement or GRC or glass fiber reinforced plastic are made and glaze finish coat or glaze finishing coat or imitative steel gray watt of coating are formed.

3, vertical ridge according to claim 2 (6), it is applicable to the vertical ridge of various building in the style of the ancientss, it is characterized in that: it is made of the steel bracket and vertical ridge tiles two parts of the vertical ridge tiles of support fixation.Described fixed support steel bracket is by the support vertical rod (16) with square steel or angle steel or channel-section steel making, be welded on the vertical rod lower end steel plate (17), weld or be fixed by bolts to two cross bars (18,19) in the vertical rod, will support vertical rod (16) drawknot vertical square steel drawknot bar (67) in aggregates and clip ridge semicircular tile and lightning-arrest anchor rod (21) and constitute.The pad (24) that described lightning-arrest anchor rod (21) does not have angle sign indicating number (23) and pole lower end except that pole (22) lower end is the top of nut (25), and other is all identical with lightning-arrest anchor rod (12); Described vertical ridge tiles is made of the vertical ridge lining (28,29) of detaining ridge semicircular tile (20) and use screw (26,27) to be fixed on sheer pole (18, the 19) two ends up and down respectively, described vertical ridge lining is two block length battens of the button ridge semicircular tile left and right sides, two outer panels about promptly the vertical ridge bobbin of existing building in the style of the ancients being divided into, the anti-limit that the left side plate upper end all has a vertical level to make progress, but the left side plate lower end is different, the former works as bar to pressing, the latter is then to flat pig's tongue, is about to press when bar peace pig's tongue be connected as a single entity.The length of their every joints is 0.3～3m, and the piece overlap joint of its every joint is all tongue and groove shape.

4, roof tile according to claim 2 (7), it colludes the roof tile that drips watt (10) and roll up the interlude that the positive ridge tiles of canopy formula (11) joins with cornice respectively before and after being, it is characterized in that: it is waveform, its every watt with adjacent watt piece mode: laterally be that tongue and groove (30,31) overlaps naturally, vertically to pass up and down two pieces watts screw (34) with screw fixing with fixture (8) for tongue and groove (32,33) overlap joint back.

5, the fixture of support roof tile according to claim 2 (8), it is applicable to various roof tiles, it is characterized in that: it is used for duroplasts or materials such as plastic-steel or steel sheet or aluminium alloys are made, be U-shaped, but its upper limb (34) is an arc, is drilled with screw (37,38) and (39,40) on last bottom wing (35,36) respectively.It comprises another kind of with rectangle or square rough ground or mould batten, its upper surface (41) be arcuate fixed part (42).

6, row according to claim 2 mountain is colluded and is dripped (9), it is characterized in that: it will have building in the style of the ancients now proper collude and arranges the mountain and collude and drip casting or mold pressing or fixedly all-in-one-piece, its every joint length are 0.3～3m with screw or rivet, every joint contiguous concatenation is a tongue and groove overlap joint, and with bolt or screw (43,44) upper and lower side and cross bar (19) and channel-section steel or flute profile sign indicating number (45) is fixed respectively.

7, cornice according to claim 2 colludes and drips watt (10), it is applicable to that various building in the style of the ancients cornices collude and drips watt, it is characterized in that: it is waveform, its every watt with adjacent watt piece mode, be that tongue and groove (30,31) overlaps naturally laterally, vertically front end cornice hook (46), a son (47) are connected as a single entity with the pantile body, locate to be drilled with screw (49) at the head of a nail (48), the rear end is tongue and groove (33) overlap joint of adjacent with the top watt of tongue and groove (32), and one reinstates screw to pass screw (34) fixing with fixture (8).

8, the positive ridge tiles of volume canopy formula according to claim 2 (11), it is characterized in that it laterally is waveform, its every watt of transverse ends limit is tongue and groove (30,31), vertically for arc, be drilled with screw vent (50) in cambered top end, its limit, arc two lower end is tongue and groove (33) and is drilled with screw (34) thereon; Appearance after it is installed is fully with the positive ridge tiles of existing building in the style of the ancients volume canopy formula.

9, the anchoring piece (12) of positive ridge of support according to claim 2 and lightning-arrest bar, it is characterized in that: it is by pole (22), its upper and lower end is embowment (51) and welding angle sign indicating number (23) respectively, middle-end screw mandrel part has the pad (24) that is used for fixing ridge tiles and nut (25) and upper end and arc corresponding position to be connected and fixed with bolt and pole up and down, to be used for fixing fastener (52) formation of the bar of taking shelter from the thunder.

10, eaves flying-rafter according to claim 2 (13), it is applicable to the cornice of various building in the style of the ancientss, it is characterized in that: it is made of eave-rafter and flying-rafter two parts.Described eave-rafter by square tube eave-rafter (53), roof boarding (54), square steel pipe or channel-section steel outrigger (55), be welded on fixed corner code (56,57) on the outrigger (55), piece connects steel plate (58) and hold-down screw (59) and Xiao Lian eaves (60) formation; Described flying-rafter flies tail roof boarding (62), lock baffle plate (63) formation by square tube flying-rafter (61), pressure.Described eave-rafter and flying-rafter are used screw (64,65) to fly the tail roof boarding with roof boarding, outrigger and pressure respectively and are connected into integrated package one by one, and they are spliced mutually, with connecting steel plate (58) adjacent eave-rafter integrated package are connected and fixed; Described square tube flying-rafter and square tube eave-rafter are moulded the hollow square tube that wood or materials such as plastics or GRC or glass fiber reinforced plastic or fiber cement or calcium silicates are made by employing, the rafter of all exposed parts and roof boarding are retouched in factory in advance and are coated the paint colored drawing all by existing building in the style of the ancients requirement.

11, a kind of job practices of rolling up roof, the hard mountain of canopy formula is characterized in that carrying out according to the following steps successively:

1), eaves flying-rafter (13) is installed: with bolt or screw (64) outrigger (55) front end and eave-rafter integrated package are fixed on one earlier, with angle, outrigger rear end sign indicating number (56,57) and roof structure fixation, with bolt or screw (65) flying-rafter integrated package and eave-rafter and outrigger are fixed as one then.

2), Dalian eaves and Wa Kou (14) are connected and fixed with U shaped steel spare (66) and flying-rafter termination with screw or bolt.

3), cornice is installed and is colluded droplet watt (10).Pass screw (49) with screw, the head of a nail (48) and cornice are colluded drip one of watt (10) front end and be connected and fixed with U shaped steel spare (66); Colluding watt (a 10) rear end then is fixed on the roofing with one of the front end of screw and fixture and roof tile.

4), roof tile (7) is installed.

5), as above 1)～4) behind the described roof tile (7) that installs opposite side, positive ridge tiles (11) is installed at last.

6), the vertical ridge tiles (6) in two ends is installed.Its operation is as follows:

To support steel bracket lower end steel plate (17) and roofing with expansion bolt to fix → will imitate the rich wind 15 of greenish white marble with screw to be fixed on the gable → respectively with bolt or screw (43,44) will arrange the mountain collude drip 9 upper and lower sides and cross bar (19) and channel-section steel or flute profile sign indicating number (45) and fix → both sides are used screw (26 respectively up and down, 27) with the vertical ridge lining (28 of both sides, 29) be fixed on sheer pole (18,19) on the two ends → will detain at last ridge semicircular tile (20) be buckled in both sides hang down back, ridge lining upper end with anchor rod (21) will detain the ridge semicircular tile be fixed on vertical drawknot bar (67) upward and the bar of will taking shelter from the thunder be fixed on the pole in the arc elbow (51).

12, a kind of building in the style of the ancients exterior wall example: it is applicable to the exterior wall of various building in the style of the ancientss, it is characterized in that it upwards is made of platform bright (68), following alkali wallboard (69), upper body wallboard (70), steps head feigned column (71), U type eave beam (72), circular arc type eaves purlin and purlin a tree, used in making timber for boats plate (73), girder head (74), golden-rimmed (75), window (76) successively from outdoor ground; Except that Tai Ming and window, other various wallboards, steps head feigned column, eave beam, eaves purlin and purlin a tree, used in making timber for boats plate, girder head, Phnom Penh etc. are by adopting steel sheet or aluminium alloy plate or plastics or moulding wood or basal plate that materials such as calcium silicates or fiber cement or GRC or glass fiber reinforced plastic are made and paint colored drawing finish coat or pad pasting or imitative blue bricks seam line or imitative blue bricks seam coating are formed.

13, steps head feigned column according to claim 12 is characterized in that: it is by body (78), coiled hair panel (79), coiled hair left side plate (80,81) on alkali (77), the U type steps head under the steps head and clash eaves (82) formation; All there is imitative blue bricks seam line on their surfaces.Body on the described U type steps head is characterized in that being drilled with a screw hole (83) at the brickwork joint line place of plate every 1～2 brickwork joint, and body overlaps and is screwed for the tongue and groove piece on the neighbouring steps head; Described coiled hair panel, its surface is identical with existing coiled hair moulding, but all is drilled with screw (84,85,86) for the U template and in the both wings and the positive brickwork joint place and the top of U type; Described coiled hair left side plate (80,81), they are just the same, are positive negative side difference, and are drilled with a nail hole (87) at the brickwork joint place every 1～2 brickwork joint; It also comprises another kind of coiled hair left side plate (80,81) though the same, but the difference of corresponding exterior wall shape separately and difference, as: side plate (80) one sides (gable inboard) have the gap of eaves purlin and eave beam, its opposite side (81) then also with preceding a kind of the same no gap.Described eaves in an opposite direction is characterised in that it is tongue and groove concave edge (89) that there are carving (88), both sides in its surface, and is drilled with screw (90) on concave edge.

14, U type eave beam according to claim 12 is characterized in that: it is made of basal plate (91) and surface paint colored drawing (92), and with the both wings two edges in vertical direction of U template on be drilled with hole for nailing (93,94), its spacing is 100～300mm.It also comprises another kind of U type eave beam (103), and two U type eave beam (71,103) differences are that another wing (bottom wing) of latter U type prolongs on the limit and are drilled with hole for nailing (104).

15, circular arc eaves purlin according to claim 12 and eave beam plate, it is characterized in that: it is made of basal plate (95) and surface paint colored drawing (96), and be drilled with hole for nailing (97,98) forming on the upper and lower limit of vertical direction with circular arc, its spacing is 100～300mm, the length of its every joint plate is 0.5～4m, and the plate seam is spliced into the tongue and groove overlap joint and is screwed; It also comprises another kind of circular arc eaves purlin and eave beam plate (100), and it and eaves purlin and eave beam plate (73) difference are that it is to prolong on the limit (101) at circular arc top arc to be drilled with hole for nailing (102), rather than in the top of vertical direction.

16, girder head according to claim 12 is characterized in that: it is being for being the sub-shape of square or rectangular hollow box of opening by eave beam plate one side, and paints pad pasting by basic unit (105) and surface paint colored drawing (106) or glaze and constitute, and is drilled with screw (107) at the four sides.

17, Phnom Penh according to claim 12 (75), it is characterized in that: it is the U section bar of surface for imitative green stone, and respectively U type upper limb limit with on the edge on vertical bottom wing limit, be drilled with hole for nailing (108,109), its spacing is 100～300mm, the length of its every joint plate is 0.5～4m, and the plate seam is spliced into the tongue and groove overlap joint and is screwed.

18, window according to claim 12 is characterized in that: the wood fan frame (110) modelled after an antique that the edge adhesion is made with rectangle or square polystyrene bar between hollow pair glass.

19, a kind of building in the style of the ancients external wall construction method is characterized in that carrying out according to the following steps successively:

1), U-shaped eave beam (72) is installed.Bottom wing limit on the eave beam is fixing on the wall by hole for nailing (93,94) with screw.

2), circular arc eaves purlin and eave beam plate (73) are installed.Circular arc eaves purlin and eave beam plate and body of wall timber wedge or rough ground are fixed with screw by hole for nailing (98,99).

3), the girder head is installed.

4), the steps head is installed.

5), erecting bed is bright.

6), window is installed.

7), Phnom Penh is installed.

8), upper body wallboard (70) is installed.With screw or dry hanging article wallboard (70) and body of wall are fixed.

9), alkali wallboard down is installed.To descend alkali wallboard (69) and body of wall to fix with screw or dry hanging article.

20, another kind of middle corridor exterior wall example: it is characterized in that it is made of wall or beam (113) on cylinder (112), the window between platform bright (68), girder head (74), window (76), breast (111), window; Described breast (111) is to be made of breast steel frame, breast inside and outside wall board (114,115), golden-rimmed (75), window sill (116) and insulation layer (117).Described breast steel frame is by the gate-type stile made from square steel pipe (118,119), square steel pipe cross bar (120,121) and scissors diagonal brace (122) that the gate-type stile is linked into an integrated entity, and the angle sign indicating number formations of fixedly being taken root in gate-type stile and ground such as (123); The gate-type stile also comprises with materials such as round steel pipe or angle steel to be made; Gate-type stile (110) and (118) difference be (119) up and down the outside and the pillar vertical rod between respectively be welded with " eight " font connector (124).On the described window wall or beam (113) be by gate-type stile (125) be connected the connection cross bar (126) that two gate-type stiles are one, eaves purlin and eave beam plate (100), eave beam (103), insulation layer (117) and inner wall panel (114) and exterior window trim plate (567) constitute.

21, cylinder between window according to claim 20, it is characterized in that: it is by channel-section steel or square steel column (127,128) and connect the square steel cross bar (129) of two columns, and they are connected and fixed steel frame part and the semicircular pillar wallboard (130) that is integral, and the formation of the warming plate (131) between post jamb plate ribs by the angle sign indicating number that is welded on the column.Described semicircular pillar wallboard is by post jamb basal plate (132) and its surface paint (133), and per 300～900 one ribs (134) constitute along post height aspect, and is provided with at semicircular pillar wallboard two ends and tongue and groove limit (135) that two edge columns are fixing.It also is applicable to eaves purlin.

22, another kind of middle corridor external wall construction method is characterized in that carrying out according to the following steps successively:

1), breast steel frame (106) is installed.With expansion bolt (136) and angle sign indicating number (123) gate-type stile (18,19) and ground are fixedly taken root.

2), cylindrical steel skeleton between window is installed;

3), wall or joist steel skeleton on the window is installed;

4), erecting bed is bright;

5), cylinder semicircular pillar wallboard (130) between window is installed;

6), window is installed;

7), Phnom Penh, window sill, exterior window trim plate and eave beam are installed;

8), breast inside and outside wall board and insulation layer are installed;

9), side fascia, eaves purlin, eave beam plate and insulation layer within the walls are installed on the window;

10), the girder head is installed.

23, a kind of flat roof eaves cap example: it is characterized in that it is made of steel frame (137), ice pan eaves board (138), roof boarding (139), eaves cap watt (140), lightning-arrest anchor rod (21) and daughter's wallboard (141).Described steel frame is made of pentagon square steel stile, vertical square steel connecting rod (142,143,144,145,146,147); Described square steel stile is to be welded into the pentagon frame by square steel pipe (148,149,150,151,152), is welded to each other with middle vertical rod (153) and upper left corner cross bar (154) to form.

24, ice pan eaves board according to claim 23 (138), it is characterized in that it moulds appearance that wood or materials such as plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic the make sheet material with existing building in the style of the ancients ice tray eaves purlin by employing, it is the tongue and groove overlapping the slot and fixes with screw and steel frame that it comprises the eaves boards such as chicken flavor eaves, water caltrop eaves and drawer eaves of imitative existing building in the style of the ancients along long sheet material piece to direction.

25, eaves cap according to claim 23 watt (140) is characterized in that: it is by adopting steel sheet or aluminium alloys or moulding wood or materials such as plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic are made basal plate and glaze finish coat or glaze finishing coat and formed; It is a waveform laterally, its piece mode is that tongue and groove (30,31) overlaps naturally, the eaves and the head of a nail (43) were all as a whole after vertical front end cornice hook (155), a son (156) were comprising with pantile body and positive ridge part, and were just having spiral shell eye (157) on the ridge; Profile after its assembling is fully with existing ice tray eaves purlin cap watt.

26, daughter's wallboard according to claim 23 (141), it is characterized in that: it is by adopting galvanized sheet iron or plastics or moulding wood or there is the rectangular plate of L type of coatings on surface that materials such as fiber cement or calcium silicates or GRC or glass fiber reinforced plastic are made, its riser lower end is " Z " word, olecranon-like groove (158), and waterproof rolls such as SBS (160) is fixed in this groove by press strip plate (159) with screw.

27, a kind of flat roof eaves cap job practices is characterized in that carrying out according to the following steps successively:

1) steel frame (137) is installed.Pentagon square steel stile and floor slab structure are fixedly taken root with U type card (161) and expansion bolt (162) along the length aspect, angle sign indicating number and anchor plate or " U " shape pawl that welds up and down by vertical square steel connecting rod (142,143,144,145,146,147) two ends respectively then, and with bolt respectively with pentagon square steel stile on the anchor plate pawl that welds link fixing and form a steel frame integral body.

2), ice pan eaves board (138) is installed.With screw that ice pan eaves board and steel frame (137) is fixing.

3), daughter's wallboard (141) is installed.With screw that daughter's wallboard and steel frame (137) is fixing.

4), roof boarding (139) and eaves cap watt (140) are installed.With screw roof boarding is fixed on the steel frame, with screw eaves cap watt (140) and roof boarding and steel frame is fixed then.

28, a kind of tassel door example: it is characterized in that it is by tassel door steel frame, eaves purlin (163), with purlin a tree, used in making timber for boats (164), eave beam (165), curtain cage a tree, used in making timber for boats (166), the post of holding court from behind a screen (167), numb leaf baotou beam (168), constitute with beam (169), card (170,171), numb leaf penetrating tie (172), the decorated bracket of riding (173), decorated bracket (174), lotus leaf pier (175), U type folding post plate (176); Wherein eaves purlin, with the wallboard of different shapes such as purlin a tree, used in making timber for boats, lotus leaf pier, eave beam, curtain cage a tree, used in making timber for boats, the post of holding court from behind a screen, numb leaf baotou beam, Sui Liang, card, numb leaf penetrating tie, the decorated bracket of riding, decorated bracket, U type folding post plate by steel sheet or aluminium alloys or mould wood or basal plate and surface paint colored drawing finish coat thereof that materials such as plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic or plank are made constitute; Though material that it adopts and job practices are with existing different, appearance after it is finished and effect are all with existing building in the style of the ancients tassel door, and it is applicable to various building in the style of the ancients tassel doors.Described is the U type with purlin a tree, used in making timber for boats (164), has the square opening corresponding with square tube on the U type purlin a tree, used in making timber for boats lower end wall of length direction corresponding to square steel pipe (177) position; Described eave beam (165) is that uniting two into one forms by two trough slabs (178,179), and along the eave beam length direction corresponding to upper and lower steel pipe (177,180) position, on trough slab upper and lower side wallboard, all have the square opening corresponding with square tube, they are by basal plate (181), surface paint colored drawing finish coat (182) and ribs (183) constitute, and two trough slab ribs (183,184) are along one of the per 0.3～1m of eave beam length direction and be that tongue and groove (185,186) uses screw and square steel beam (187) to fix after the interlock mutually; Described curtain cage a tree, used in making timber for boats (166) is by a U-shaped plate (188), U-shaped ribs (189) and square steel beam (190) formation except that it, all same eave beam of other way; Described decorated bracket is made of square steel tenon (191) and U-shaped decorated bracket plate (192), and is drilled with 3～4 bolts hole and welds three nuts on square steel tenon (191) on screw, and the U-shaped decorated bracket is made the paint colored drawing by screw and the fixing back of square steel feather joint on its surface; Its profile of described lotus leaf pier (175) is identical with existing building in the style of the ancients lotus leaf pier, but it is on an empty stomach, promptly in the centre along short transverse one square through hole is arranged; Ribs in above-mentioned all purlins, a tree, used in making timber for boats or beam, the post all adopts moulds wood or materials such as plastics or polystyrene or timber or aluminium alloys are made.

29, steel frame according to claim 28 is characterized in that: it embraces a square steel beam (193), eaves purlin square steel beam (194), eave beam square steel beam (187), curtain cage Fang Fanggangliang (190), the lotus post square steel column formations such as (195) of hanging down by two; Above-mentioned various square steel beam, post also comprise with channel-section steel or i iron makes (just the shape of their ribs is different).Described armful square steel Liangqi is welded with a rectangle iron plate (196) by wall one end, steel plate four angular bits have screw (197), steel plate is chosen the arm termination and is welded with a diagonal brace (198) with embracing a square steel beam, is welded with two above the arm termination and is used for fixing the angle sign indicating number (199) of eaves purlin square steel beam and is drilled with screw (200) on the sign indicating number of angle choosing; Thereunder be welded with a joint square steel pipe (201), be drilled with screw (202) on the square steel pipe; Described eaves purlin square steel beam (194), beam length direction in lower edge is welded with a U type sign indicating number (203) and square steel pipe (177) respectively corresponding to lotus leaf pier position on it, and respectively is drilled with 2 screws (204) at the two ends of beam; Described eave beam square steel beam, lower edge beam length is welded with two angle sign indicating numbers (205) and square steel pipe (180) to direction respectively corresponding to lotus leaf pier position on it, and respectively is drilled with two screws (206) at its two ends; Described curtain cage Fang Fanggangliang, square steel pipe (180) corresponding position is welded with two the angle sign indicating numbers (207) that are attached thereto in the top, respectively is drilled with (209) three of (208) two of bolts hole and bolts hole at its two ends; The inboard of the described post square steel column of holding court from behind a screen up and down respectively is welded with a U type sign indicating number (210) with eave beam square steel beam and curtain cage a tree, used in making timber for boats square steel beam junction, and two wings of U type sign indicating number be drilled with screw (211) this external with choose arm square steel pipe (201) junction and be drilled with screw (212,213).

30, eaves purlin according to claim 28 (163) is characterized in that: it is made of eaves purlin square steel beam (194), semicircle eaves purlin wallboard (214).Described semicircle eaves purlin wallboard is by basic unit's wallboard (215), and surface paint colored drawing finish coat (216) and semicircle eaves purlin wall ribs (217,218) constitute.Described ribs, it is along one of the per 0.3～1m of eaves purlin length direction and be that tongue and groove (219,220) is mutually fixing with screw (221) and square steel beam (194) after the interlock, the splicing of its every joint length direction also is the tongue and groove overlap joint, and be screwed, this is external all to have a rectangular indentation corresponding to lotus pier square steel pipe position.It also is applicable to circular pillar, but does not have rectangular indentation.

31, the post of holding court from behind a screen according to claim 28 (167), it is characterized in that: it is by hold court from behind a screen post jamb plate (222) and establish circular ribs (223) that a center is the square hole shape, panel surfaces paint colored drawing (224), the post square steel column (195) of holding court from behind a screen and an imitative hoop a tree, used in making timber for boats tenon cap (225,226,227) along the per 0.3～0.5m in post height aspect and constitute of cylindrical shape, and respectively has circular shrinkage hole (228,229) in the hold court from behind a screen imitative hoop a tree, used in making timber for boats tenon cap position of post jamb of cylindrical shape; More than the inboard decorated bracket of ride decorated bracket lower end and post, respectively open a groove (230,231) what face metope one side from upper port.

32, numb leaf baotou beam according to claim 28 (168), it is characterized in that: the baotou beam wallboard is a C shape, beam-ends head embossment shape (234) is with existing numb leaf baotou beam moulding, open a gap (235) in the position with the purlin a tree, used in making timber for boats of beam-ends head, eaves purlin place of laying has a semicircular gap (236) on it, and is made of C shape baotou beam wallboard basal plate (237) and surface paint colored drawing finish coat (238).

33, a kind of job practices of tassel door is characterized in that carrying out according to the following steps successively:

1), steel frame is installed.

2), eaves purlin is installed.

3), numb leaf baotou beam is installed.

4), hold court from behind a screen post, Sui Liang, card, numb leaf penetrating tie, the decorated bracket of riding are installed.Cylindrical shape is held court from behind a screen after recessed poor (230,231) of post jamb aim at corresponding orientation, the central party borehole jack is gone in the square steel column (195), and will be bumped into successively from bottom to top in recessed poor (230) with beam, card, numb leaf penetrating tie, decorated bracket one end of riding after temporary fixed, after putting in place with post jamb (222) ejection that is about to hold court from behind a screen, with the other end and the body of wall fixation of angle sign indicating number and screw with above-mentioned beam slab, a tree, used in making timber for boats etc., and with bolt or screw (232,233) from recessed poor (231) and shrinkage pool (228,229) with post jamb (222) and square steel column (195) fixation.

5), install with the purlin a tree, used in making timber for boats.

6), eave beam and lotus leaf pier are installed.

7), curtain cage a tree, used in making timber for boats and decorated bracket are installed.

8), card and folding post are installed.

34, a kind of gable and hip roof roof example: it is not only applicable to the steel roof truss structure, is applicable to the roofing of other structure yet.It is characterized in that: it is by eaves flying-rafter (13), Dalian eaves and Wa Kou (14), polyphenylene heat insulation slab (239), roof girder steel (240), insulation quilt (241), roof boarding (242), damp-proof course (243), roof tile (244), the volume positive ridge tiles of canopy formula (245), cornice colludes and drips watt (10), the anchoring piece of roof tile (8), positive ridge (246), ridge (6) hangs down, just kiss (247), row colludes on the mountain drips (9), the rich wind (248) of imitative greenish white marble, the imitative chi four directions brick heart (249), Bo ridge tiles (250), the Bo ridge connects brick and tile (251), in an opposite direction behind the ridge beast (252), (253) and cantilevered corner beam (254) constitute before the wound ridge beast; Wherein roof tile, volume canopy formula positive ridge tiles, positive ridge, just kiss, the rich wind of imitative greenish white marble, the imitative chi four directions brick heart, Bo ridge tiles, Bo ridge connect brick and tile, in an opposite direction behind the ridge beast, before the wound ridge beast, various watts of cantilevered corner beam etc. or ridge or wallboard or lath all constitute to mould basal plate and the finish coats such as surperficial glaze or paint colored drawing that materials such as wood or plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic or steel sheet or aluminium alloys or galvanized sheet iron or plank make.Described rich ridge tiles (248) and Bo ridge brick and tile (249) also constitute by basal plate and surperficial glaze finish coat; They are strip, and the former section configuration is with the rich ridge tiles of existing building in the style of the ancients, but many two installed edge strips (255,256), and are connected and fixed by angle sign indicating number (257,258) and screw and this edge strip; And the latter is with the sheet material backfin or cast with the rich ridge of existing building in the style of the ancients and connect brick, press when bar and the proper identical bar section bar of ditch three all-in-one-piece profile, and be connected and fixed at two ends up and down with angle sign indicating number (258,259) and screw (260,261,262), the piece of both every along its length joint plates is the tongue and groove overlap joint, and is screwed.

35, roof tile according to claim 34 (244), its appearance is fully with existing building in the style of the ancients roof tile, it is applicable to except that ridge tiles and colludes the various building in the style of the ancients roof tiles that drip the interlude watt two ends, it is characterized in that: it is made of polystyrene insulation layer (263), waveform basal plate (264) and surperficial glaze finish coat (265) thereof, its every watt with adjacent watt piece mode: laterally be that tongue and groove (266,267) overlaps naturally; Vertically take assembly and fixing with screw (270) and fixture (8) for tongue and groove (268,269).

36, another kind of roof tile example: it is applicable to various building in the style of the ancients roofings, it is characterized in that it forms by moulding basal plate that wood or materials such as plastics or fiber cement or calcium silicates or GRC or glass fiber reinforced plastic or steel sheet or aluminium alloys or galvanized sheet iron make and surperficial glaze finish coat or glaze finishing coat two parts, its cross section is a waveform, every watt with adjacent watt piece mode: laterally be that tongue and groove (30,31) overlaps naturally; Vertically be tongue and groove (271) and tongue and groove (273) overlap joint of being with slot (272) and fixing with fixture (276) with screw (274) and latch steel plate (275); Appearance after it is installed is fully with existing building in the style of the ancients roof tile.

Described pinboard (275) is to be drilled with screw (278) on curved plate (277).

Described fixture (276) is a square box shape, and its upper surface is arc and has two screws (279) and a strip inlet (280) that its bottom plate grows an otic placode that is used for fixing (281), and is drilled with two screws (282) on this plate; It comprises with materials such as steel sheet or aluminium alloy plate or plastics or plastic-steels makes.

37, another kind of roof tile example: it is applicable to various building in the style of the ancients roofings, it is characterized in that it is made of gutter tile bar (283), semicircular tile bar (284) and supporting steel frame (285).Described supporting steel frame is by supporting vertical rod (286), being welded on and supporting vertical rod lower end anchor plate (287) and be welded on support rail (288) formation that supports vertical rod top, one of the per along the longitudinal direction 0.3～1.2m of this support vertical pole ' s span; Described gutter tile bar (283) is an arc in the middle of its section configuration, and both wings are zigzag, and per respectively 0.2～0.6m has a screw (290,289) on the zigzag both wings stile and stile upper surface; Described semicircular tile bar (284), its section configuration are semicircular arc, and per 0.2～0.6m has a screw (390) on the concave edge of arc lower end.The every joint length of above-mentioned gutter tile bar and semicircular tile bar is 0.3～3.0m, they are by adopting aluminium alloys or steel sheet or fiber cement or calcium silicates or plastics or moulding wood or basal plate that materials such as GRC or glass fiber reinforced plastic are made and surperficial glaze finish coat or glaze finishing coat two parts are formed, and its vertical piece is that tongue and groove overlaps naturally.

38, the positive ridge tiles of volume canopy formula according to claim 34 (245), its appearance are fully with the positive ridge tiles of existing building in the style of the ancients volume canopy formula; It is applicable to the positive ridge tiles of various building in the style of the ancients volume canopy formulas, it is characterized in that: it is by polystyrene insulation layer (263), basal plate (264) and surperficial glaze finish coat (265) thereof constitute, it laterally be waveform, vertically is arc, its every watt with adjacent watt piece mode, laterally: for tongue and groove (266,267) overlaps naturally; Vertically also be tongue and groove (269) fix with tongue and groove (268) overlap joint of lower end watt and with screw and fixture (8) at the arc two ends.Watt cambered top end positive ridge square steel is installed is supported vertical rod (293) and locate to have square or rectangular through-hole (294).

39, positive ridge according to claim 34 (246) is characterized in that: it is by the steel bracket of the positive ridge of support fixation, proper ditch (295,296), positive ridge lining (297,298) and buckle ridge semicircular tile four parts such as (299) formation; Profile after its assembling has positive ridge fully together now, and is applicable to the positive ridge of other various building in the style of the ancientss.Described fixed support steel bracket is by the support vertical rod (293) made from square steel or angle steel or channel-section steel, be welded on the angle sign indicating number (300) that supports the vertical rod lower end, be vertically welded in two cross bars (301,302) that support in the vertical rod, vertically anchoring pole (21) formation of drawknot square steel pipe (303) and fixed installation button ridge semicircular tile (299) and lightning-arrest bar; Described proper ditch is that the proper ditch and the pressure that will have the positive ridge of building in the style of the ancients both sides respectively now are worked as bar, group's vitta and following binding of positive ridge bobbin all-in-one-piece long lath, its upper end is fixed with screw and cross bar (301) two ends, and the lower end is fixing with the angle sign indicating number (305) of screw and both sides; Described positive ridge lining is a zigzag, and it uses screw (306,307) and last sheer pole (302,301) fixing respectively in two ends up and down; Described button ridge semicircular tile (299) is on the semicircular basis of existing button ridge semicircular tile, an ear is respectively extended on both sides, be about to semicircular existing button ridge semicircular tile and link all-in-one-piece cap shape with positive ridge bobbin top ledge, and spiral-lock is behind positive ridge lining (297,298) upper end, the left and right sides with screw (308), pass top screw (309) with anchoring pole (21) and be fixed and be installed on the steel bracket.The external surface of above-mentioned proper ditch, positive ridge lining and button ridge semicircular tile etc. watt or ridge is the glaze facing, and their every joint length is 0.3～3m, and its piece is all the tongue and groove overlap joint.

40, just kiss (247) according to claim 34 is characterized in that: it is by steel bracket (310) and just kissing plate (311,312,313,314,315,316,317,318) two parts formation; Appearance embossment appearance after its assembling is variously just kissed with existing fully, and it is applicable to the just kiss of various building in the style of the ancientss.The bracing frame vertical rod (319) that described steel bracket is made by square steel or channel-section steel, be welded on the cross bar made from square steel pipe (320,321,322) of vertical rod upper, middle and lower portion, two ends and bracing frame vertical rod welding or the longitudinal tie (323,324) that links into an integrated entity by angle sign indicating number, bolt, and anchor plate (325) formation that is welded on the tie-strut lower end.The described plate of just kissing is assembled by four blocks of plates (311,312,313,314) about the left and right sides and side end panel (315,316,317,318), the upper and lower plates piece is tongue and groove (326,327) overlap joint and passes cross bar (321) with bolt (328) and fixed that headboard and upper side panel (312,314) piece also is tongue and groove overlap joint and fixing with screw (329); The both sides side plate is to pass cross bar (321,322,320) respectively with bolt (328,330,331) to be fixed to each other on the steel bracket, and side end panel is by fixing with screw and angle sign indicating number and side plate and vertical rod.Described side end panel (317) fuses (332) and upper side end plate (333) with sword; Described side end panel (318) fuses with the back of the body beastly (334) and kiss seat (335).

41, behind the ridge beast in an opposite direction according to claim 34 (252), it is characterized in that: it by support fixation clash the steel bracket of lath behind the ridge beast and in an opposite direction behind the ridge beast lath two parts constitute, behind the ridge beast in an opposite direction of the together existing fully building in the style of the ancients of the profile after its assembling, and after being applicable to the ridge beast in an opposite direction of other various building in the style of the ancientss.Described fixedly steel bracket is the support vertical rod (336) of being made by square steel pipe or channel-section steel, be welded on the steel plate (337) that supports the vertical rod lower end, the angle sign indicating number (338,339) that is welded on the vertical rod both sides, vertical rod is connected into vertical square steel pipe of an integral body or angle tie (340) and fixed installation buckle ridge semicircular tile bar and take shelter from the thunder bar anchoring pole (21) formation.Lath is will have building in the style of the ancients respectively now to clash the Xie Danggou of both sides behind the ridge beast, press when bar and the left and right sides lath (342,343) that fuses of ridge bobbin and buckle ridge semicircular tile bar (341) formation in an opposite direction behind the described in an opposite direction ridge beast, their every joint length is 0.3～3m, and its piece is all the tongue and groove overlap joint.Its upper, middle and lower end of described left and right sides lath uses screw (344,345,346) and angle sign indicating number (339,338,347) fixing respectively; Described button ridge semicircular tile bar, its section configuration are semicircle, and are drilled with bolt hole (348) on button ridge semicircular tile bar end face.

42, before the ridge beast in an opposite direction according to claim 34 (253), it is characterized in that: it by support fixation clash the steel bracket of lath before the ridge beast and in an opposite direction before the ridge beast lath two parts form, before the ridge beast in an opposite direction of the together existing fully building in the style of the ancients of the profile after its assembling, and before being applicable to the ridge beast in an opposite direction of other various building in the style of the ancientss.Described steel bracket, be the support vertical rod (349) of making, be welded on the anchor plate (350) that supports the vertical rod lower end, be welded on constituting of vertical rod middle part and top perpendicular to the horizontal square steel pipe cross bar (351,352) of vertical rod and with vertical square steel pipe or angle tie (353) that vertical rod connects into integral support by square steel pipe or channel-section steel.Lath is will have building in the style of the ancients respectively now to clash three of the beastly preceding both sides of ridge and connect brick, press button ridge semicircular tile bar (357) two parts that fuse when bar and the left and right sides lath (354,355) that tiltedly fuses when ditch and will trot (356) to constitute before the described in an opposite direction ridge beast, their every joint length is 0.3～3m, and its piece is all the tongue and groove overlap joint.Described its upper, middle and lower of left and right sides lath uses screw (358,359,360) fixing with middle and upper part cross bar (352,351) and angle, lower end sign indicating number (361) respectively; Described button ridge semicircular tile bar (357) comprises trot (356) that fuse with it, and its section configuration is semicircle, and is drilled with bolt hole on button ridge semicircular tile bar end face.

43, cantilevered corner beam according to claim 34 (254) is characterized in that being made of old cantilevered corner beam (362) and young cantilevered corner beam (363), and the profile after its assembling has the cantilevered corner beam of building in the style of the ancients fully together now, and is applicable to the cantilevered corner beam of other various building in the style of the ancientss.Described old cantilevered corner beam be by steel channel beam (364), along the beam length direction every 0.3～0.9m each welding or with an angle sign indicating number of bolt (365) and old cantilevered corner beam flag (366) formation up and down in the both sides of beam.Described steel channel beam (364), its both sides are by welding or bolted four angle sign indicating numbers (365) and screw (367) are fixed into one with old cantilevered corner beam flag (366) and steel channel beam up and down, and be fixed on steel channel beam on the roof structure plate or on the structure pillar by angle, beam rear end sign indicating number (368,369) and bolt, the both sides of the steel channel beam of the young angle beam junction that this is external with top respectively weld a block length square be connected steel plate (370), steel channel beam also comprises to be made with square steel pipe or i iron.Described old cantilevered corner beam flag is " C " font, also comprises square tube shape or rectangle, by basal plate (371) and surface paint colored drawing (372).Described young cantilevered corner beam, its structure practice is with old cantilevered corner beam, and just profile is different, and it is made of steel channel beam (373), angle sign indicating number (374), young cantilevered corner beam flute profile beam slab (375) and fixed corner code (376) thereof and cover beastly (377); Described young cantilevered corner beam channel-section steel Liangqi both sides are connected and fixed young chamfered groove ellbeam plate and top and young chamfered groove ellbeam plate by welding or bolted four angle sign indicating numbers (373) and screw (378) up and down with screw (379) angle sign indicating number (376) is connected and fixed and is integral, and links into an integrated entity by both sides, the rear end connection steel plate (370) of beam and the steel channel beam (364) of bolt (380) and the old cantilevered corner beam in lower end.

44, the job practices on a kind of gable and hip roof roof is characterized in that carrying out according to the following steps successively:

1), eaves flying-rafter (13) is installed.

2), cantilevered corner beam (254) is installed.

3), Dalian eaves and Wa Kou (14) are connected and fixed with U-shaped steel part (66) and flying-rafter termination with screw or bolt.

4), polyphenylene heat insulation slab (239) → installation insulation quilt (241) → installation roof boarding (242) → shop SBS damp-proof course (243) is installed.

5), cornice is installed and is colluded droplet watt (10).

6), roof tile (244) is installed.

7), the volume positive ridge tiles of canopy formula (245) is installed.

8), positive ridge (246) is installed.

9), the Bo ridge is installed and is connected brick and tile (251) → Bo ridge (the 250) → imitative chi four directions brick heart (249) → imitative greenish white marble Bo wind (248).

10), the row of installation mountain is colluded and is dripped (9).

11), the ridge (6) that hangs down is installed.

12), (247) are just kissed in installation.

13), (253) before the ridge beast are installed in an opposite direction.

14), (252) behind the ridge beast are installed in an opposite direction.

45, another kind of flat roof eaves cap example: it is characterized in that it by steel frame, eaves board (381), steamed bun top board bar (382), eaves flying-rafter (13), Dalian eaves and Wa Kou (14), U shaped steel spare (66), cornice collude drip watt (10), positive epimere bar (383), buckle ridge semicircular tile bar (341), anchoring pole (21), insulation layer (384) and daughter's wallboard (141) formation.Described steel frame is to be made of vertical stile and longitudinal tie (385,386,387,388); Described vertical stile is to be welded to each other by two vertical rods (389,390) and by brace (391) and cross bar (392) to form; Vertical rod (389) upper end is welded with two angle sign indicating numbers (338,339), lower end is welded with that a rectangle anchor plate (393), vertical rod (390) lower end also are welded with a rectangle anchor plate (394) and each all is welded with 1～2 up and down with the longitudinal tie junction and fixedlys connected angle sign indicating number (395) in two vertical rods, vertical stile is 0.4～1.0m along cornice length to the direction spacing, uses expansion bolt (396) with vertical stile bottom steel plate (393) and the fixation of structural concrete floor; The vertical various rod members of stile also comprise angle steel or channel-section steel.Described longitudinal tie is that square steel pipe also comprises with angle steel or channel-section steel and making, and its two ends is connected and fixed with bolt and angle sign indicating number (395) on the vertical stile and is one.Described positive epimere bar (383) is the proper ditch of the existing positive ridge of building in the style of the ancients to be worked as bar, group's vitta and positive ridge bobbin with pressure link the all-in-one-piece long lath, its upper, middle and lower end uses screw and angle sign indicating number (339,338,397) to fix respectively, it is by adopting aluminium alloy plate or steel sheet or fiber cement or calcium silicates or plastics or moulding wood or materials such as GRC or glass fiber reinforced plastic are made, its surface is the glaze facing, their every joint length is 0.3～3m, and its piece is all the tongue and groove overlap joint.

46, according to the described steamed bun top board of claim 45 bar, it is characterized in that outer just as existing building in the style of the ancients steamed bun top, but different is, it is hollow steamed bun top arcuation lath, every joint length is 0.3～3.0m, its vertical piece is the tongue and groove overlap joint, and the screw on the lower sid strip (398) installs and fixes it on the wall on this lath by passing with screw; It is by adopting fiber cement or calcium silicates or plastics or moulding wood or materials such as GRC or aluminium alloy plate or glass fiber reinforced plastic are made, and its surface is imitative greenish white marble facing; It is applicable to the steamed bun top of various building in the style of the ancientss.

47, the job practices of another kind of flat roof eaves cap is characterized in that carrying out according to the following steps successively:

1), steel frame and warming plate (384) are installed.

2), steamed bun top (382) and eaves board (381) are installed.

3), eaves flying-rafter (13), Dalian eaves and Wa Kou (14) are installed.Eaves is flown rafter square steel beam and steel frame is fixed with U bolt (399).

4), cornice is installed and is colluded droplet watt (10).

5), positive epimere bar (383) is installed.

6), daughter's wallboard (141) is installed.

7), installing tache ridge semicircular tile bar (341).

48, a kind of covered corridor example is characterized in that: it is colluded by eaves purlin (400), purlin a tree, used in making timber for boats plate (401), eave beam (402), plum blossom square column (403), 4 (404), melon post (405), back timber (406), ridgepole a tree, used in making timber for boats (407), two ridgepole (408), arched rafter (409), railing (410), capital stone (411), reversal of the natural order of things lintel (112), Bo aerofoil (413), girder head (74) and steelframe (431), eaves flying-rafter (13), Dalian eaves and Wa Kou (14), cornice and drips watt (10) and the volume positive ridge tiles of canopy formula (11) constitutes.Described eaves purlin (400) is to be made of steel frame and semicircle eaves purlin wallboard (130).Described steel frame is by eaves purlin square steel or steel channel beam (127,128) and vertical connecting rod (129) thereof and be welded on connecting rod angle sign indicating number (414) formation on the two ends up and down.Described purlin a tree, used in making timber for boats plate (401) is that the purlin a tree, used in making timber for boats plate (416,417) that the surface by purlin a tree, used in making timber for boats plate square steel vertical rod (415) and both sides thereof has paint or a colored drawing constitutes, and square steel vertical rod upper and lower side is used the eave beam girder steel (187) of angle sign indicating number (418,419) and bolt and top eaves purlin girder steel (128) and lower end to be connected and fixed respectively and is integral.Described eave beam (402) is same eave beam (165) except that specification and paint colored drawing difference, and the flute profile sign indicating number by being welded on eave beam girder steel (187) lower end and the angle sign indicating number (419) and the screw (420) of upper end are connected and fixed the reversal of the natural order of things lintel frame (421) of lower end and the purlin a tree, used in making timber for boats plate and the eave beam of upper end respectively.

Described 4, be by square or rectangular steel pipe beam (422) and U-shaped 4 wallboard (423) formation, its structure practice is with curtain cage a tree, used in making timber for boats (166), but specification and paint colored drawing are different, and it is connected and fixed top eaves purlin and following column cap in aggregates by steel plate above the two ends (424) and following column cap angle sign indicating number (425) and bolt respectively; And rectangular steel plates (426), angle sign indicating number (427) and bolt (428,429) by being welded on beam (422) middle-end both sides are fixedly connected on one with the lower end of the square steel post (430) of two the melon posts in upper end (405).

Described melon post (405) is to be made of square steel post (430) and square tube type sleeve (431).Described square steel post, its lower end and 4 square steel pipe beam (422) are connected and fixed, and the upper end uses angle sign indicating number (432,433,414) and back timber square steel beam (434) and two ridgepole square steel beam (127,128) to be connected and fixed in aggregates respectively.

Described back timber is to be made of back timber square steel beam (434) and U-shaped back timber wallboard (435), and its structure practice is with curtain cage a tree, used in making timber for boats (166) but specification and paint colored drawing are different.

Described ridgepole a tree, used in making timber for boats plate (407) and two ridgepole (408), they are except that specification and paint colored drawing difference, respectively with purlin a tree, used in making timber for boats plate (401) and eaves purlin (400).

The covered corridor roof tile is colluded by the cornice of both sides and drips watt (10) and be spliced with central authorities' volume positive ridge tiles of canopy formula (11).

Described eaves flying-rafter (13), it is substantially with eaves flying-rafter (13), and different is until connecting with arched rafter (409) with eave-rafter (53), square steel pipe (55) and roof boarding (54) lengthening.

Described many pots of rafters (409), except that arched rafter was arched arc and termination difference, other all same eave-rafter (13) was made of eave-rafter (53), square steel pipe (55) and roof boarding (54).

49, according to the described plum blossom square column of claim 48 (403), it is characterized in that: it is made of square steel structural column (436) and plum blossom post jamb (437), and its upper end is connected and fixed with eave beam square steel beam (187) by rectangular steel plates (438) and the bolt (439) that is welded on the pillar both sides; The top is connected and fixed with 4 structure square steel beam by angle sign indicating number (425) and the bolt (440) that is welded on the pillar both sides, and its lower end is integral with the concrete piers anchoring by anchor plate (441) that is welded on the bottom and the anchor bolt (442) that is embedded in the concrete foundation.Described square steel structural column (436) also comprises with channel-section steel or i iron to be made.Described plum blossom post jamb (437) be by two " L " type wallboards (443) by concavo-convex wedge (444,445) mutually interlock form, and with screw (446) and bolt (447) and square steel structural column (436) fixation.It is made of described wallboard (443) basal plate (448), surface paint or colored drawing finish coat (449) and ribs (450).All wallboard such as above-mentioned eaves purlin, purlin a tree, used in making timber for boats plate, eave beam, plum blossom square column, 4, melon post, back timber, ridgepole a tree, used in making timber for boats and two ridgepoles is by adopting aluminium alloy plate or steel sheet or fiber cement or calcium silicates or plastics or moulding wood or basal plate, surface paint or colored drawing finish coat and ribs that materials such as GRC or glass fiber reinforced plastic are made constitute; Above-mentioned all ribs are all with polyphenyl or rough ground or plastics or mould wood or aluminum alloy square tube etc. is made, and along its length or the height per 0.3～1m in aspect together.

50, a kind of job practices of covered corridor is characterized in that carrying out according to the following steps successively:

1), steel frame is installed.Its process flow is as follows:

Plum blossom post square steel structural column (436) → eave beam square steel beam (187) → 4 square steel beam (422) → purlin a tree, used in making timber for boats plate vertical rod (415) → eaves purlin steelframe → melon post square steel post (430) → back timber square steel beam (434) → ridgepole plate vertical rod → two ridgepole steelframes

The exterior panel of above-mentioned each one 2), is installed.Its process flow the same (this omits).

3), eaves flying-rafter, Dalian eaves and Wa Kou are installed.

4), arched rafter is installed.

5), cornice being installed colludes and drips watt.

6), the volume positive ridge tiles of canopy formula (11) is installed.

7), girder head (74) is installed.With bolt and angle sign indicating number with girder head square frame steelframe (453) and steel column, beam fixing after, with screw girder head (74) and square frame steelframe are fixed.

8), reversal of the natural order of things lintel (412) is installed.

9), railing (410) is installed.

10), Bo aerofoil (413) is installed.

51, a kind of screen wall example: it is not only applicable to various coloured glazes or blue bricks screen wall, makes to be used for various courtyard walls yet, it is characterized in that it is by steel frame and screen wall wallboard and Wa Ding (454) three parts formation.

Described steel frame is characterized in that it is made of channel-section steel grade beam (455), xumizuo steel frame (456), upper body steelframe bone (457,458), upper body to roof steel frame (459,460) and vertical square steel pull bar (461,462,463,464,465).Described channel-section steel grade beam (455) is the elongated steel channel beams in two roads, and be welded with square steel latch (469) with top steel frame (456) connection place along its length, it is fixed with the ground base concrete by the short channel-section steel (467) and the bolt (468) that are welded with anchoring U-shaped reinforcing bar (466), and strengthens being connected and fixed with expansion bolt (470).Described xumizuo steel frame (456), the steel framework of the cross bar (472,473) that it is welded to each other by two square steel vertical rods (471) and two vertical rods, be welded on latch (474) and angle sign indicating number (475) on cross bar (473) two ends, and detachable diagonal member steel pipe (476) formation; Its upper end is by being connected and fixed with the vertical rod lower end of bolt (477) with the steel frame (457) of latch (474) and angle sign indicating number (475) and upper end; Its lower end then uses bolt (468,478) that two vertical rods (471) lower end and grade beam and latch are connected and fixed.Described upper body steel frame (457,458), their structure is the same, be welded into gate-type stile and two cable-stayed support bars (482) formation by vertical rod (479,480) and cross bar (481), and respectively welding a square steel latch (483) at two vertical rod upper ends, the steel frame upper and lower side is connected and fixed by this latch and bolt (477) fixing.Described upper body is to roof steel frame (459,460), and the former removes no square steel latch (482), and and the gate-type stile on outside the two side angle sign indicating numbers (484), other structure situation is all with upper body steel frame (457); The latter also is connected and fixed both cross bars by angle sign indicating number (484) and bolt (485) with the triangle steelframe that square steel is welded into.Described vertical square steel pull bar (461,462,463,464,465), they are all made with square or rectangular steel pipe or channel-section steel, except that pull bar (465) two ends be by its both sides be welded on angle sign indicating number (486) on the triangle steelframe (460) and bolt (487) with triangle steelframe drawknot fixing, other all is to weld angle sign indicating number (488) and anchor plate or " U " shape pawl (489) up and down respectively at the two ends of pull bar, and by bolt (490,491) respectively with portal frame or steel frame on, anchor plate pawl (492) drawknot that welds in the vertical rod of lower end is fixed, or with the square steel anchorage (493 that is welded on triangle steelframe (460) cross bar and is welded on the two ends under the cross bar (473), 494) drawknot is fixed, vertically drawknot also adopts steel pipe scissors stay bolt bar (495 except that above-mentioned square steel pull bar in addition, 496) be welded on portal frame or steel frame vertical rod up and down be connected tapered jaw (497,498) be connected and fixed with bolt (499).

Described screen wall wallboard is characterized in that: it is made of xumizuo (500), the water chestnut base of a pillar (501), pillar (502), line a long thick piece of timber shaped like a square pillar (503), hoop a long thick piece of timber shaped like a square pillar (504), front and the side ears or side handles of a utensil (505,506), center card (507), square brick heart side plate or rectangular slab (508), trouble gusset (509), lateral side wire a long thick piece of timber shaped like a square pillar (510), the side square brick heart (511), side hoop a long thick piece of timber shaped like a square pillar (512).Described xumizuo by ice pan plate (517,518) under imitative greenish white marble concrete pedestal (513), blue bricks Gui Jiao (514), the straight eaves board in front and side (515,516), front and the side, front with a tight waist and side panel (519,520), go up ice pan plate (521,522), front and side cover plate (523,524) and both sides square steel or angle steel hound (525) and triangle keel frame (526) formation up and down.Above-mentioned various screen wall wallboard or lath are made by materials such as fiber cement or calcium silicates or GRC, and its surface is imitative blue bricks or finish coats such as stone or coloured glaze; They hang in the upper and lower plates recessed poor (528,529) by vertical respectively vertically the inserting of both wings up and down of T shape dry hanging article (527), and be fixed on steel frame or the additional party steel joist (535) with the dry hanging article other end of bolt (530) with vertical both wings, the piece of its horizontal transverse direction is the tongue and groove overlapping the slot.

Described watt of top is to be colluded by ice pan eaves board (531), triangle steelframe (460) and pull bar (465), roof boarding (532), volume canopy formula roof tile (533), the ridge (6) that hangs down, row mountain to drip (9) and Bo aerofoil (534) formation.Described ice pan eaves board (531), it is identical with ice pan eaves board (138).Described volume canopy formula roof tile (533), it is substantially with eaves cap watt (140), and different is before and after the former is eaves cap watt is that symmetry is consistent fully.Described Bo aerofoil (534), except that size dimension was different, it was substantially with Bo wind (248).。

52, a kind of job practices of screen wall is characterized in that carrying out according to the following steps successively:

1), beats concrete pedestal, installation channel-section steel grade beam (455).

2), steel frame is installed.

3), build blue bricks Gui Jiao, install down both sides square steel or angle steel three corner bracing keel framves (525,526).

4), the various wallboard bars in xumizuo are installed.

5), the above various screen wall wallboards in xumizuo are installed.

6), watt item is installed.

53, a kind of courtyard wall example: it is applicable to various courtyard walls modelled after an antique, it is characterized in that the steel frame that it is made up of grade beam (455), gate-type stile (458,459), triangle roof steelframe (460) and vertical square steel pull bar (462,463,464,465), following alkali wallboard (536), upper body wallboard (537), assorted window or door (538), ice tray eaves purlin (539), watt top (540), watt top ridge (541), platform alum (542) constitute.

Described alum (542), it is the imitative greenish white marble precast member for reinforcing bar concrete of strip, its section is L shaped, and under rest on the horizontal tail of alkali wallboard per along its length 0.5～1.0m place be reserved with the through hole (564) of erection bolt, its mounting method is fixed buckle angle sign indicating number (547) and L shaped alum (542) is buckled on channel-section steel grade beam (455) flank for pass through hole (564) with bolt (548).

Described down alkali wallboard, upper body wallboard, assorted window or door, ice tray eaves purlin are by adopting steel sheet or fiber cement or calcium silicates or plastics or moulding surface that material such as wood the makes finish coat for imitative stone or coloured glaze or blue bricks; Their mounting method: a kind of is directly to be screwed on additional square steel or angle steel keel (535), and another kind is except that assorted window or outdoors all with the screen wall wallboard.Promptly hang in the upper and lower plates recessed poor (528,529), and be fixed on steel frame or additional square steel or the angle steel keel (535) with the dry hanging article other end of bolt (530) with vertical both wings by vertical respectively vertically the inserting of both wings up and down of T shape dry hanging article (527).In addition, the piece of their horizontal transverse direction is the tongue and groove overlapping the slot.

Described assorted window or door comprise five sides, six sides, from all directions, circle, dicyclo, two water chestnut and various moulding such as fan-shaped, its mounting method cage plate (567) of studying in the same school.

Described watt of top ridge (540), it is substantially with eaves cap watt (140), and different is before and after the former is eaves cap watt is that symmetry is consistent fully.

Described watt of top ridge (541), except that the size dimension shape was different, other was basic with positive ridge (246).

54, another kind of courtyard wall example: it is applicable to various courtyard walls modelled after an antique, especially be specially adapted to the interim enclosing of detachable courtyard wall modelled after an antique, it is characterized in that it is welded to each other the connector (565) that is integral and forms on the leg-of-mutton vertical rod frame of head (551), the two ends and be welded on the diagonal brace (553) with wall top watt brace (552) and diagonal brace (553) and is connected and fixed with bolt (560) by being anchored in channel-section steel grade beam (455) on the concrete cushion and anchoring piece (467), square steel or channel-section steel vertical rod (549); Descend and be welded on the diagonal brace (554) that the connector (561) in the grade beam stull (555) is connected and fixed with bolt (562), the grade beam stull (555) that the joint angle sign indicating number (563) of the other end and channel-section steel grade beam (455) welding is connected and fixed with bolt (566), and steel frame, platform alum (542), courtyard wall plate (536,537), ice pan eaves board (539) and courtyard wall watt top (550) formation of the courtyard wall that constitutes of two ends vertical square steel pull bar (556,557,558,559) that the vertical rod frame is connected and fixed.Described courtyard wall plate is that available dry hanging article (530) is connected with steel frame, and also available screw is directly fixed with steel frame or additional party steel joist (535).

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