CN109384122A - A kind of template type splicing elevator hoistway with steel structure - Google Patents

Abstract

The present invention proposes a kind of template type splicing elevator hoistway with steel structure, including template framework, shelter bridge is arranged between hoistway with steel structure and building, the junction of shelter bridge and hoistway with steel structure is provided with adjustment structure, curtain wall support frame is provided in the left frame or correct frame, glass curtain wall is provided between the curtain wall support frame of upper and lower level, curtain wall decoration part is installed on curtain wall support frame, the cross section of curtain wall decoration part includes inboard portion, exterior portion, water-tight device is provided in groove, glass curtain wall is pressed in above water-tight device.The present invention sets up hoistway by using template framework stack, construction is fast, the verticality of elevator shaft is adjusted when installation together, and secondary waterproof is set at glass curtain wall, well solved the prior art of elevator shaft there is long construction period, installation and transportation difficulty is big, can not safely and effectively adjust elevator shaft verticality, not environmentally and not have persistently effectively waterproof and waterproof repairs the big realistic problem of replacement difficulty.

Description

A kind of template type splicing elevator hoistway with steel structure

Technical field

The present invention relates to elevator devices, are related specifically to a kind of template type splicing elevator hoistway with steel structure.

Background technique

Aging blocks install elevator additional and generally use hoistway with steel structure at present, and hoistway lower part is connected and fixed with ground is poured, elevator Shelter bridge is set between road and building and forms personnel channel, hoistway with steel structure is made of profile, and steel currently on the market Structure hoistway is generally divided into: on-site cutting welded steel structure hoistway and plant produced welding, live building block system overlap steel construction Two kinds of hoistway.However on-site cutting welded steel structure hoistway long construction period, arc of lighting and noise, smell etc. live to community resident It is affected, site welding needs to overlap the equipment such as electric wire, and often in welding, construction personnel needs carry-on overhead elevator shaft It carries welding equipment and welds hoistway on frame, this just increases work difficulty, labor intensity；Plant produced welding, scene product Wooden formula overlaps hoistway with steel structure, can effectively shorten the site operation period, and reducing the life on community resident influences, but due to well The molding of road frame, volume is big, this results in transport difficult, transports the at high cost of consumption.At the scene when construction and installation, excessively high well Road is obviously it is difficult to ensure that hoistway body normal, simultaneously because hoistway height is higher, weight is larger, when hoistway is installed from the bottom up according to Secondary superposition not can guarantee such as vertically, then the superposition of upper layer hoistway deviation is larger, not can guarantee hoistway actual strength, there are biggish Security risk will all install shelter bridge between every layer of building and hoistway, if not adjusting the verticality of hoistway or installing in hoistway It is disposably adjusted again after good, then the whole vertical missing value of last hoistway will accumulate larger and hoistway verticality shadow occurs Ring the installation for arriving single unit system, at this time just can not normal mounting by the equipment such as shelter bridge of specification factory, then the later period adjusts hoistway institute The manpower that needs, time are very big, and maintenance cost is expensive, are not suitable for aging blocks resident and live requirement of the trip to elevator safety.Electricity Stair shaft road after the installation is completed, will add curtain wall and thereby protect hoistway frame and not invade for rainwater in the outside surrounding of elevator shaft Erosion, elevator shaft curtain wall are installed in the prior art, take and glass curtain wall is arranged between the lower and upper cross-member of elevator shaft frame, Gap between glass curtain wall and the crossbeam of elevator shaft frame uses glass cement adhering and sealing, or utilizes overlapping joint by glass Curtain wall is vacantly erected at the outside of elevator shaft frame, and glass cement adhering and sealing, two kinds of glass are reused between upper and lower glass curtain wall Glass curtain wall mounting means is all simple and fast, construction cost is low, and the elevator shaft glass curtain wall practicability completed early period is high.But logical It crosses during both modes install elevator shaft glass curtain wall, used glass cement dosage is very big, and glass cement distributes Smell etc. is not environmentally friendly enough, and glass cement, using a few Nian Houhui agings, cracking, rainwater can flow into inside elevator shaft, then corrode, Elevator and the electricity piece etc. inside elevator shaft are destroyed, equally influences whether the stability of glass curtain wall, this just influences glass The using effect in curtain wall later period, brings security risk.Moreover this mode is fixing glass curtain wall in cruciform bracing using glass cement During, it can be delivered for use after needing to wait for glass cement solidification a period of time, it is more using glass cement dosage, and cementability is not It is enough strong, especially in the use process in later period, needs replacing, safeguards the inconvenience significantly that just seems when glass curtain wall, such as glass When glass curtain wall cracking needs replacing, at this moment glass cement must just be cleaned out just can reinstall upper new glass curtain wall, and According to the experience of life, the glass cement being bonded on cleaning cruciform bracing is very troublesome, this just expends replacing construction very much.Therefore elevator There is long construction period, installation and transportation difficulty for the prior art in road greatly, can not safely and effectively adjust elevator shaft verticality, no Environmental protection and do not have persistently that effectively waterproof and waterproof repair the big disadvantage of replacement difficulty.

Summary of the invention

For solve the prior art of elevator shaft there is long construction period, installation and transportation difficulty it is big, can not be safe and effective Elevator shaft verticality is adjusted, not environmentally and not has persistently effectively waterproof and waterproof repairs the big disadvantage of replacement difficulty, this hair It is bright to propose a kind of template type splicing elevator hoistway with steel structure.

Technical solution proposed by the present invention is: a kind of template type splicing elevator hoistway with steel structure, including template framework, corridor Bridge, the template framework include the symmetrical left frame of structure and correct frame, and shelter bridge includes shelter bridge girder, left frame or correct frame Including preceding hoistway column, rear hoistway column, first through hole is provided on preceding hoistway column；Preceding hoistway column and rear hoistway column it Between be provided with first crossbeam structure, location structure is provided in left frame or correct frame, on preceding hoistway column and rear hoistway column All it is provided with crossbeam connector；Second is provided between the crossbeam connector being arranged on the preceding hoistway column of left frame and correct frame Third beam structure is provided between the crossbeam connector being arranged on the rear hoistway column of beam structure, left frame and correct frame； Shelter bridge is arranged between hoistway with steel structure and building, and the junction of shelter bridge and hoistway with steel structure is provided with adjustment structure；It adjusts Structure include adjusting nut, adjusting block, adjust bolt, adjusting nut be arranged on preceding hoistway column, and with first through hole position Corresponding, adjusting block is arranged in below the corridor of shelter bridge, and corresponding with shelter bridge girder, and the second through-hole is provided on adjusting block, Second through-hole is corresponding with first through hole, and the adjusting bolt is set in the second through-hole, and the head for adjusting bolt is located at shelter bridge In the space of girder and adjusting block, screw rod passes through the second through-hole and is cooperatively connected with adjusting nut；The left frame or right frame It is provided with curtain wall support frame on frame, is provided with glass curtain wall between the curtain wall support frame of upper and lower level；It is equipped on curtain wall support frame Curtain wall decoration part, the cross section of curtain wall decoration part include inboard portion, exterior portion, and the inboard portion of curtain wall decoration part is higher than outer Side section, forms groove between exterior portion and inboard portion, the lower body quartile of glass curtain wall is in groove, curtain wall decoration part Exterior portion protrude glass curtain wall；Water-tight device is provided in groove, glass curtain wall is pressed in above water-tight device.

The present invention is to solve the problems, such as that long construction period, installation and transportation difficulty are big, takes a kind of spliced template framework Elevator shaft sets up elevator shaft by superposing type mode, greatly reduces the construction time, reduces difficulty, in installation shelter bridge and electricity Pass through the verticality that the two cooperation collective effect effectively adjusts elevator shaft while stair shaft road together, thereafter again in hoistway surrounding Installation can quick installation and replacement, the persistently effective glass curtain wall of waterproof, concrete scheme is: a kind of template type splices elevator steel knot Structure hoistway, including template framework, the template framework include the symmetrical left frame of structure and correct frame, left frame or correct frame Including preceding hoistway column, rear hoistway column, first through hole is provided on preceding hoistway column；Preceding hoistway column and rear hoistway column it Between be provided with first crossbeam structure, location structure is provided in left frame or correct frame, on preceding hoistway column and rear hoistway column All it is provided with crossbeam connector；Second is provided between the crossbeam connector being arranged on the preceding hoistway column of left frame and correct frame Third beam structure is provided between the crossbeam connector being arranged on the rear hoistway column of beam structure, left frame and correct frame. Hoistway column and the first, second, third beam structure collectively form the main body of template framework, and crossbeam connector pacifies left and right frame Convenient disassembly is filled, transport difficulty is small；Hoistway column, beam structure all use H profile steel to make, and crossbeam connector uses more vertical than hoistway The H profile steel of the small No.1 of column, beam structure makes, and H profile steel receiving load is big, and factory is fast, and selectivity is high, and hoistway column uses mark Quasi- height makes, and meets general elevator floor height, facilitates volume production, first crossbeam structure welding between the hoistway column of front and back, The wing plate of front and back hoistway column H profile steel is opposite to be set up, and web outwardly, opens up mounting hole on the web of hoistway column upper and lower side, horizontal Beam connection is welded on the interior coxostermum of hoistway column, and left and right crossbeam connector is symmetrically to setting up, and second cross beam structure is used The preceding hoistway of the crossbeam connector and correct frame that are arranged on the preceding hoistway column of left frame is arranged in standard bolt component and clamping plate Between the crossbeam connector being arranged on column, the rear well of left frame is arranged in standard bolt component and clamping plate for third beam structure Between the crossbeam connector being arranged on the rear hoistway column of the crossbeam connector being arranged on road column and correct frame, clamping plate is in H-type The web two sides of steel are respectively provided with；In order to guarantee that upper layer and lower layer frame installation site is corresponding up and down, facilitate frame mounting and adjusting, on a left side Location structure is both provided on correct frame；It is thusly-formed template framework.Left frame and correct frame are in factory's welding fabrication, remaining zero Part factory in bulk, the component transported required for guaranteeing occupy little space, and facilitate shipment, reduction transportation cost and time, when installation, The left and right frame of bottom is first fixed, after adjusting good position, angle, then connects front and back cross with high-strength bolt component with clamping plate Beam after bottom template framework is set up, continues up stack and sets up upper former frame, when upper layer template framework is installed, on The hoistway column of lower die plate framework is connected by clamping plate with high-strength bolt component, and clamping plate is all disposed in the web two sides of H profile steel, The location structure of bolster frame is aligned, and does not need additional inspection adjustment.It would not need in this way Scene overlaps electric welding equipment again, generates odor impact resident living, and stack sets up template framework, greatly reduces elevator shaft peace Fill construction time, save the cost.

To solve the problems, such as that elevator shaft can not effectively adjust verticality, shelter bridge setting hoistway with steel structure and building it Between, shelter bridge includes shelter bridge girder, and the junction of shelter bridge and hoistway with steel structure is provided with adjustment structure.Hoistway with steel structure is by pattern plate bolster Frame stack is constituted, and every layer of template framework and every layer of building are contour, between be all provided with shelter bridge, every layer of template framework and shelter bridge it Between be all provided with adjustment structure, connected between shelter bridge and building by anchor bolt structure, shelter bridge and building it is fixed after the completion of, then with Hoistway with steel structure connection, first connect with the shelter bridge supporting element that hoistway column welds above, the connecting hole of this two connector is mutual Vertical slotted hole when connection, first penetrates firm hex bolts component, and hex bolts component is not tightened at this time, guarantees corridor It can front and rear, left and right activity between bridge and shelter bridge supporting element；Adjustment structure includes adjusting nut, adjusting block, adjusts bolt, adjusts spiral shell Mother is welded on hoistway column, and corresponding with the first through hole position opened up on hoistway column, and it is logical that adjusting nut is located at first The back side in hole, adjusting block are arranged in below the corridor of shelter bridge, and corresponding with shelter bridge girder, at the same also with hoistway column face, The second through-hole is provided on adjusting block, the second through-hole is corresponding with first through hole, and the adjusting bolt is set in the second through-hole, The head for adjusting bolt is located in the space of shelter bridge girder and adjusting block, and screw rod passes through first through hole and cooperates with adjusting nut Connection, the components of head and screw rod from both ends so guarantee that adjusting bolt when adjusting has advance and retreat space all there are with a distance from.Installation When, if hoistway with steel structure tilts to the left, rotation, which adjusts bolt, keeps screw rod mobile to left direction, and adjusting bolt is made to block adjusting Block, adjusting nut, the pulling force of edge direction to the right is generated to hoistway with steel structure, to correct vertical missing before and after hoistway with steel structure； If hoistway with steel structure tilts to the right, rotation, which adjusts bolt, makes screw rod edge direction movement to the right, and adjusting bolt is made to withstand shelter bridge master Beam, adjusting nut generate thrust to the left to hoistway with steel structure, to correct deviation before and after hoistway with steel structure, hoistway with steel structure After the correction of left and right vertical missing, the vertical missing before and after correction finally tightens high-intensitive hex bolts group after the correction of front and back deviation Part makes shelter bridge, hoistway with steel structure be connected and fixed completion.

For solve curtain wall can not effective waterproof problem, the present invention, which takes, secondary waterproof is arranged at glass curtain wall to be prevented Rainwater enters in elevator shaft from glass curtain wall, and then destroys the electric components of elevator interior.First time waterproof, the present invention one Kind elevator shaft curtain wall decoration device, including glass curtain wall, curtain wall support frame, the curtain wall support frame are set to elevator shaft It is all horizontal on every layer of cruciform bracing to weld curtain wall support frame or curtain wall support frame is connected by bolt assembly on cruciform bracing, Glass curtain wall is set between the curtain wall support frame of upper and lower level, and curtain wall support frame includes upper support frame, lower bracing frame, upper support Frame, lower bracing frame are connected or are welded together by bolt assembly, and upper support frame, lower bracing frame all form guardrail side, on Upward, downward, every layer of glass curtain wall is stuck in the guardrail of the upper support frame of lower layer on the guardrail side of lower bracing frame on the guardrail side of support frame Between in the guardrail of the lower bracing frame on upper layer, waterproof adhesive tape is embedded at the vertical gap between surrounding glass curtain wall；Curtain wall Curtain wall decoration part is installed, curtain wall decoration part includes inboard portion, exterior portion, and curtain wall decoration part uses stainless steel on support frame Molding making, inboard portion is higher than exterior portion after molding, and the inboard portion of curtain wall decoration part is higher than exterior portion, inboard portion It sticks on the crossbeam of elevator shaft frame, forms groove, the shield of groove and upper support frame between exterior portion and inboard portion Column side sticks together, and exterior portion bottom forms hook slot, hooks slot and catches on the guardrail side of lower bracing frame；The curtain wall on upper layer fills The glass curtain wall of the exterior portion protrusion lower layer of gadget.When the installation present invention, because of curtain wall decoration part structure and curtain wall support frame Structure is similar, can directly be inserted into curtain wall decoration part from one end of curtain wall support frame when installation, no matter this mode, which is installed, is torn open Unload, repair and replacement it is all quick and easy, curtain wall decoration part is loaded onto after the curtain wall support frame for installing lower layer, by glass in save trouble and labor The lower body of glass curtain wall is put into the groove of curtain wall decoration part, and then the curtain wall support frame on installation upper layer, with the shield of lower bracing frame Column side divides the upper body of glass curtain wall, in order not to damage glass curtain wall by pressure, in the guardrail side of lower bracing frame and glass curtain Place yielding rubber between wall, finally plug curtain wall decoration part, after the installation is completed then the upper body quartile of glass curtain wall in upper layer Curtain wall support frame lower bracing frame guardrail side in, the exterior portion of curtain wall decoration part then covers in glass curtain wall, rainwater The glass curtain wall of lower layer is not entered.Second of waterproof is provided with water-tight device in groove, and glass curtain wall is pressed on water-tight device Side；The water-tight device is that U-shaped yielding rubber is placed in groove by U-shaped yielding rubber when installing glass curtain wall, then is incited somebody to action Glass curtain wall is placed on above U-shaped yielding rubber, is killed U-shaped yielding rubber in groove by the own wt of glass curtain wall, U Type yielding rubber has good elasticity, and glass curtain wall is pressed in and forms closely knit tooled joint between the two thereon, in such groove Ponding will not enter glass curtain wall from tooled joint, and can protect glass curtain wall will not directly contact hard to U-shaped yielding rubber simultaneously Curtain wall decoration part, protect the lower body part of glass curtain wall not receive damage of colliding with.By waterproofing design twice, the present invention is Make when one of curtain wall decoration part or U-shaped yielding rubber damage, another device can also continue to keep waterproof effect.

The method have the benefit that: the present invention takes stack framework elevator shaft by template hoistway frame, Site welding is not needed, electric welding equipment is overlapped, this would not generate electric welding odor impact resident living, and template framework can disperse It is widget by producing by batch, greatly reduces the hoistway construction time, while fast and easy transports in-site installation, pass through template Ccf layer layer architecture, upper and lower level is connected by bolt assembly with clamping plate, low in cost, checks that repair is simple and efficient；It takes and is pacifying Cooperate shelter bridge to adjust the verticality of elevator shaft simultaneously when filling elevator shaft, does not need additional adjusting program, during installation not It needs external large scale equipment that auxiliary is fixed to hoistway, reduces equipment, manpower, time required for hoistway installation and adjustment etc., Installation cost is saved, by the hoistway of installation and adjustment layer by layer, verticality is guaranteed, and securely and reliably, the later period adjusts well if necessary The deviation in road equally facilitates construction personnel to install disassembly of the invention；It takes and secondary waterproof is set at glass curtain wall to hinder Only rainwater enters in elevator shaft from glass curtain wall, and then destroys the electric components of elevator interior.After rainy day ponding, rainwater It is accumulated in groove, because the inboard portion of acting decoration structural-member is higher than exterior portion, is then discharged from groove after rainwater product is full, then It flows out, will not be flowed into from inboard portion from exterior portion；Simultaneously as the exterior portion of the curtain wall decoration part on upper layer protrudes lower layer Glass curtain wall, then from exterior portion flow out rainwater may not flow into lower layer's curtain wall, curtain of rain benefit can be effectively formed, avoided simultaneously Lower layer's curtain wall, which gets wet, influences sightseeing effect.Therefore well solved the prior art of elevator shaft there is long construction period, Installation and transportation difficulty is big, can not safely and effectively adjust elevator shaft verticality, not environmentally and not have persistently effectively waterproof and prevent Water repairs the big realistic problem of replacement difficulty.

Detailed description of the invention

Accompanying drawing 1 is the structural representation of the present invention；

Attached drawing 2 is the structural schematic diagram of elevator shaft framework template；

Attached drawing 3 is the structural schematic diagram of unilateral frame；

Attached drawing 4 is schematic diagram when upper and lower level template framework is installed；

Attached drawing 5 is the structural schematic diagram of shelter bridge；

Attached drawing 6 is the front view of adjustment structure；

Attached drawing 7 is the side view of adjustment structure；

Attached drawing 8 is the scheme of installation of seedling stud structure；

Attached drawing 9 is the practical function figure (cross-sectional view) at curtain wall waterproof；

Attached drawing 10 is the structural schematic diagram of acting decoration structural-member；

Attached drawing 11 is the effect picture at curtain wall corner；

Attached drawing 12 is the effect picture at curtain wall front end；

Attached drawing 13 is the structural schematic diagram of corner decoration；

Attached drawing 14 is the structural schematic diagram (being all the cross-sectional view of acting decoration structural-member) of horizontal ornament part；

Attached drawing 15 is the structural schematic diagram of front side decoration；

1 in figure, hoistway awning, 2, glass curtain wall, 3, curtain wall decoration part, 30, horizontal ornament part, 31, front side decoration, 32, turn Angle decoration, 321, first position, 322, the second position, 301, exterior portion, 302, inboard portion, 4, shutter, 5, shelter bridge, 6, seedling stud structure, 61, chemical seedling bolt, 62, shelter bridge fixing piece, 7, adjustment structure, 71, adjusting block, 72, adjusting bolt, 73, adjusting Nut, 8, rear cross beam, 91, left frame, 92, correct frame, 10, rear hoistway column, 11, preceding hoistway column, 111, first through hole, 12, front beam, 13, shelter bridge support frame, 14, door pillar, 15, curtain wall support frame, 151, upper support frame, 152, lower bracing frame, 16, Rear cross beam connector, 17, upper guiding crossbeam, 181, guide cone, 182, pilot hole, 19, front beam connector, 20, left and right crossbeam, 21, lower guiding crossbeam, 22, shelter bridge crossbeam, 23, shelter bridge girder, 24, shelter bridge limp, 25, link block, 26, water-tight device, 27, subtract Shake rubber.

A kind of present invention template type splicing elevator hoistway with steel structure is made in the following with reference to the drawings and specific embodiments further Explanation.

Specific embodiment

In present invention description, the temporald eixis such as relational language "upper", "lower", "left", "right" position is only based on attached drawing institute The orientation that shows and simplify the present invention for ease of description, be not the components must have orientation, construction, therefore cannot It is interpreted as limitation of the present invention.

Embodiment 1

As shown in attached drawing 1,2,3,6,7,9, a kind of template type splicing elevator hoistway with steel structure, including template framework, shelter bridge 5, institute Stating template framework includes the symmetrical left frame 91 of structure and correct frame 92, and shelter bridge 5 includes shelter bridge girder 23, left frame 91 or the right side Frame 92 includes preceding hoistway column 11, rear hoistway column 10, is provided with first through hole 111 on preceding hoistway column 11；Preceding hoistway is vertical It is provided with first crossbeam structure between column 11 and rear hoistway column 10, is provided with location structure on left frame 91 or correct frame 92, Crossbeam connector is all provided on preceding hoistway column 11 and rear hoistway column 10；The preceding hoistway column of left frame 91 and correct frame 92 Second cross beam structure is provided between the crossbeam connector being arranged on 11, on the rear hoistway column 10 of left frame 91 and correct frame 92 Third beam structure is provided between the crossbeam connector of setting；Shelter bridge 5 is arranged between hoistway with steel structure and building, shelter bridge 5 are provided with adjustment structure 7 with the junction of hoistway with steel structure；Adjustment structure 7 includes adjusting nut 73, adjusting block 71, adjusts spiral shell Bolt 72, adjusting nut 73 are arranged on preceding hoistway column 11, and corresponding with 111 position of first through hole, and the setting of adjusting block 71 exists Below the corridor of shelter bridge 5, and it is corresponding with shelter bridge girder 23, the second through-hole, the second through-hole and first are provided on adjusting block 71 Through-hole 111 is corresponding, and the adjusting bolt 72 is set in the second through-hole, adjust bolt 72 head be located at shelter bridge girder 23 and In the space of adjusting block 71, screw rod passes through the second through-hole and is cooperatively connected with adjusting nut 73；The left frame 91 or right frame It is provided with curtain wall support frame 15 on frame 92, is provided with glass curtain wall 2 between the curtain wall support frame 15 of upper and lower level；Curtain wall support frame 15 On curtain wall decoration part 3 is installed, the cross section of curtain wall decoration part 3 includes inboard portion 302, exterior portion 301, curtain wall decoration part 3 inboard portion 302 is higher than exterior portion 301, and groove, glass curtain wall 2 are formed between exterior portion 301 and inboard portion 302 Lower body quartile in groove, the exterior portion 301 of curtain wall decoration part 3 protrudes glass curtain wall 2；Wader is provided in groove 26 are set, glass curtain wall 2 is pressed in 26 top of water-tight device.

To solve the problems, such as that long construction period, installation and transportation difficulty are big, a kind of spliced template framework elevator is taken Road sets up elevator shaft by superposing type mode, greatly reduces the construction time, reduces difficulty, in installation shelter bridge 5 and elevator shaft While both pass through the verticality that cooperation collective effect effectively adjust elevator shaft together, installing again in hoistway surrounding thereafter can With the glass curtain wall 2 of quick installation and replacement, lasting effectively waterproof, concrete scheme is: a kind of template type splicing elevator steel construction well Road, including template framework, the template framework include the symmetrical left frame 91 of structure and correct frame 92, left frame 91 or right frame Frame 92 includes preceding hoistway column 11, rear hoistway column 10, is provided with first through hole 111 on preceding hoistway column 11；Preceding hoistway column It is provided with first crossbeam structure between 11 and rear hoistway column 10, is provided with location structure on left frame 91 or correct frame 92, it is preceding Crossbeam connector is all provided on hoistway column 11 and rear hoistway column 10；The preceding hoistway column 11 of left frame 91 and correct frame 92 It is provided with second cross beam structure between the crossbeam connector of upper setting, is set on the rear hoistway column 10 of left frame 91 and correct frame 92 Third beam structure is provided between the crossbeam connector set.Hoistway column is collectively formed with the first, second, third beam structure The main body of template framework, crossbeam connector keep left and right frame easy for assemble or unload, and transport difficulty is small；Hoistway column, beam structure It is all made of H profile steel, crossbeam connector uses the H profile steel production of No.1 smaller than hoistway column, beam structure, and H profile steel is born Load is big, and factory is fast, and selectivity is high, and hoistway column is made of calibrated altitude, meets general elevator floor height, the amount of convenience It produces, first crossbeam structure welding is between the hoistway column of front and back, and the wing plate of front and back hoistway column H profile steel is opposite to be set up, web court Outside, mounting hole is opened up on the web of hoistway column upper and lower side, crossbeam connector is welded on the interior coxostermum of front and back hoistway column, Left and right crossbeam connector is symmetrically to setting up, and second cross beam structure standard bolt component and clamping plate are arranged in left frame 91 and the right side Between the crossbeam connector being arranged on the preceding hoistway column 11 of frame 92, third beam structure is set with standard bolt component and clamping plate It sets between the crossbeam connector being arranged on the rear hoistway column 10 of left frame 91 and correct frame 92, web of the clamping plate in H profile steel Two sides are respectively provided with；In order to guarantee that upper layer and lower layer frame installation site is corresponding up and down, facilitate frame mounting and adjusting, on the frame of left and right It is both provided with location structure；It is thusly-formed template framework.In factory's welding fabrication, remaining parts dissipate for left frame 91 and correct frame 92 Take on factory, the component transported required for guaranteeing occupies little space, and facilitates shipment, reduces transportation cost and time, when installation, first admittedly It sets the left and right frame of bottom, after adjustment good position, angle, then with clamping plate connects rear cross beam of going forward with high-strength bolt component, After bottom template framework is set up, continues up stack and set up upper former frame, when upper layer template framework is installed, upper and lower mould The hoistway column of plate framework is connected by clamping plate with high-strength bolt component, and clamping plate is all disposed in the web two sides of H profile steel, up and down The location structure of template framework is aligned, and does not need additional inspection adjustment.It would not need in this way at the scene Electric welding equipment is overlapped again, generates odor impact resident living, and stack sets up template framework, greatly reduces elevator shaft installation and applies Between working hour, save the cost.

To solve the problems, such as that elevator shaft can not effectively adjust verticality, the setting of shelter bridge 5 hoistway with steel structure and building it Between, shelter bridge 5 includes shelter bridge girder 23, and shelter bridge 5 and the junction of hoistway with steel structure are provided with adjustment structure 7.Hoistway with steel structure by Template framework stack constitute, every layer of template framework and every layer of building are contour, between be all provided with shelter bridge 5, every layer of template framework It is all provided with adjustment structure 7 between shelter bridge 5, is connected between shelter bridge 5 and building by anchor bolt structure 6, shelter bridge 5 and building are solid After the completion of fixed, then connect with hoistway with steel structure, elder generation connect with the shelter bridge supporting element 13 that hoistway column welds above, this two connector Connecting hole be orthogonal slotted hole, when connection, first penetrate firm hex bolts component, and hex bolts component at this time It does not tighten, guaranteeing can front and rear, left and right activity between shelter bridge 5 and shelter bridge supporting element 13；Adjustment structure 7 includes adjusting nut 73, adjusts Locking nub 71 adjusts bolt 72, before adjusting nut 73 is welded on hoistway column 11, and with opened up on preceding hoistway column 11 first 111 position of through-hole is corresponding, and adjusting nut 73 is located at the back side of first through hole 111, and adjusting block 71 is arranged under the corridor of shelter bridge 5 Side, and it is corresponding with shelter bridge girder 23, while also the second through-hole is provided on adjusting block 71 with preceding 11 face of hoistway column, the Two through-holes are corresponding with first through hole 111, and the adjusting bolt 72 is set in the second through-hole, and the head for adjusting bolt 72 is located at In the space of shelter bridge girder 23 and adjusting block 71, screw rod passes through first through hole 111 and is cooperatively connected with adjusting nut 73, head Components with screw rod from both ends so guarantee that adjusting bolt 72 when adjusting has advance and retreat space all there are with a distance from.When installation, if steel Structure hoistway tilts to the left, and rotation, which adjusts bolt 72, keeps screw rod mobile to left direction, and adjusting bolt 72 is made to block adjusting block 71, adjusting nut 73, the pulling force of edge direction to the right is generated to hoistway with steel structure, thus vertical inclined before and after correcting hoistway with steel structure Difference；If hoistway with steel structure tilts to the right, rotation, which adjusts bolt 72, makes screw rod edge direction movement to the right, withstands adjusting bolt 72 Shelter bridge girder 23, adjusting nut 73 generate thrust to the left to hoistway with steel structure, so that deviation before and after hoistway with steel structure is corrected, After the correction of hoistway with steel structure or so vertical missing, the vertical missing before and after correction finally tightens high intensity after the correction of front and back deviation Hex bolts component makes shelter bridge 5, hoistway with steel structure be connected and fixed completion.

For solve curtain wall can not effective waterproof problem, the present invention, which takes, secondary waterproof is arranged at the glass curtain wall 2 to be hindered Only rainwater enters in elevator shaft from glass curtain wall 2, and then destroys the electric components of elevator interior.First time waterproof, every layer All horizontal on cruciform bracing to weld curtain wall support frame 15 or connect curtain wall support frame 15 by bolt assembly, glass curtain wall 2 is set It is placed between the curtain wall support frame 15 of upper and lower level, curtain wall support frame 15 includes upper support frame 151, lower bracing frame 152, upper support frame 151, lower bracing frame 152 is connected or is welded together by bolt assembly, and upper support frame 151, lower bracing frame 152 all form Guardrail side, upward, downward, every layer of glass curtain wall 2 is stuck in lower layer on the guardrail side of lower bracing frame 152 on the guardrail side of upper support frame 151 Upper support frame 151 guardrail in the guardrail of the lower bracing frame 152 on upper layer between, it is vertical between surrounding glass curtain wall 2 Waterproof adhesive tape is embedded at gap；Curtain wall decoration part 3 is installed, curtain wall decoration part 3 includes inboard portion on curtain wall support frame 15 302, exterior portion 301, curtain wall decoration part 3 use stainless steel molding making, and inboard portion 302 is higher than exterior portion after molding 301, the inboard portion 302 of curtain wall decoration part 3 is higher than exterior portion 301, and inboard portion 302 sticks on the cross of elevator shaft frame Liang Shang, forms groove between exterior portion 301 and inboard portion 302, the guardrail side of groove and upper support frame 151 sticks on one It rises, 301 bottom of exterior portion forms hook slot, hooks slot and catches on the guardrail side of lower bracing frame 152；The outside of curtain wall decoration part 3 Protrude glass curtain wall 2 in part 301.When the installation present invention, because 3 structure of curtain wall decoration part is similar to 15 structure of curtain wall support frame, When installation directly can by curtain wall decoration part 3 from one end of curtain wall support frame 15 be inserted into, this mode no matter installing and dismounting, replacement All quick and easy, save trouble and labor is repaired, curtain wall decoration part 3 is loaded onto after the curtain wall support frame 15 for installing lower layer, by glass curtain The lower body of wall 2 is put into the groove of curtain wall decoration part 3, and then the curtain wall support frame 15 on installation upper layer, with lower bracing frame 152 Guardrail side divides the upper body of glass curtain wall 2, in order not to which glass curtain wall 2 is damaged by pressure, lower bracing frame 152 guardrail side with Yielding rubber 28 is placed between glass curtain wall 2, finally plugs curtain wall decoration part 3, after the installation is completed the then upper body of glass curtain wall 2 Quartile in the guardrail side of the lower bracing frame 152 of the curtain wall support frame 15 on upper layer, then will by the exterior portion 301 of curtain wall decoration part 3 Glass curtain wall 2 covers in, and rainwater does not enter the glass curtain wall 2 of lower layer.Second of waterproof is provided with water-tight device 26 in groove, Glass curtain wall 2 is pressed in 26 top of water-tight device；The water-tight device 26 is U-shaped yielding rubber, when installing glass curtain wall 2, by U Type yielding rubber is placed in groove, then glass curtain wall 2 is placed on above U-shaped yielding rubber, by itself weight of glass curtain wall 2 Amount kills U-shaped yielding rubber in groove, and U-shaped yielding rubber has good elasticity, and glass curtain wall 2 is pressed in the two thereon Between form closely knit tooled joint, the ponding in such groove will not enter glass curtain wall 2 from tooled joint, and U-shaped yielding rubber simultaneously can To protect glass curtain wall 2 directly not contact the curtain wall decoration part 3 of hard, the lower body part of protection glass curtain wall 2 will not be received It collides with damage.By waterproofing design twice, even if the present invention is damaged in one of curtain wall decoration part 3 or U-shaped yielding rubber When, another device can also continue to keep waterproof effect.To protect rainwater not fall into inside hoistway from top, top is also built There is hoistway awning 1；Above the doorway of underlay base stations, top layer front side, the left and right sides are provided with shutter 4, to realize chimney Effect reinforces hoistway interior air-flow speed, guarantees hoistway ventilation.

Further, as shown in Fig. 2, the preceding hoistway column 11 is arranged with rear hoistway column 10 in quadrangle, before two It is provided with shelter bridge support frame 13 on hoistway column 11, connecting hole is provided on shelter bridge support frame 13, shelter bridge support frame 13 includes upper Lower two pairs, each pair of symmetrical arrangement.Before shelter bridge support frame 13 is welded on the wing plate of hoistway column 11, bilateral symmetry cloth It sets, height, the quantity of shelter bridge support frame 13, peace can also be set according to the height of practical building according to project construction needs When filling shelter bridge 5, shelter bridge 5 is supported by shelter bridge support frame 13, is connected between the two by high-strength bolt component.

Further, first through hole 111 opens up a pair, before being vertically arranged or being horizontally set on hoistway column 11, and Positioned at the top of shelter bridge support frame 13, the inside of hoistway column 11 before the adjusting nut 73 is welded on.On preceding hoistway column 11 The first through hole 111 opened up is a pair, the wing plate of hoistway column 11 before two first through hole 111 are arranged in up and down or left and right On, it corresponds to and welds adjusting nut 73 on the wing plate at the back side, first through hole 111 can also need to open up according to project one or more It is a.

Further, first crossbeam structure includes upper guiding crossbeam 17, left and right crossbeam 20 and lower guiding crossbeam 21, upper guiding Crossbeam 17 is welded between the upper end of preceding hoistway column 11 and the upper end of rear hoistway column 10, and lower guiding crossbeam 21 is welded on preceding well Between the lower end of road column 11 and the lower end of rear hoistway column 10, left and right crossbeam 20 is three and three or more, and even level sets It sets between upper guiding crossbeam 17 and lower guiding crossbeam 21, and is welded between preceding hoistway column 11 and rear hoistway column 10.On Guiding crossbeam 17 and lower guiding crossbeam 21 are respectively welded at top and the low side of front and back hoistway column, and location structure is arranged upper and lower It being oriented on crossbeam, left and right crossbeam 20 is uniformly arranged between guiding crossbeam up and down, and level is welded between the hoistway column of front and back, Location structure no longer needs other adjustment angle when installing upper layer template framework, saves the frame construction time, the present embodiment Three or so crossbeams 20 are set, meets the installation of hoistway frame curtain wall, reaches the stability_intensity of hoistway frame.

Further, as shown in Fig. 3, location structure includes guide cone 181, pilot hole 182, and the setting of guide cone 181 exists On upper guiding crossbeam 17, pilot hole 182 is arranged on lower guiding crossbeam 21, and corresponding with above and below the position of guide cone 181.It is left Frame 91 or correct frame 92 or both are all equipped with location structure, and location structure guarantees to be not required to when installation upper layer and lower layer template framework Orientation, angle are excessively adjusted, is quickly assembled, when installing upper layer template framework, the guide cone 181 of lower template frame is straight The pilot hole 182 into upper former frame is patched, layer by layer so.

Further, it the crossbeam connector bilateral symmetry that is arranged on preceding hoistway column 11 and rear hoistway column 10 and sets in pairs It sets, the right side of left frame 91 is arranged in the crossbeam connector of left, and the left side of correct frame 92 is arranged in the crossbeam connector of right, Mounting hole is provided on crossbeam connector；Crossbeam connector include two groups and front beam connector 19 more than two and three pairs and Three pairs or more of rear cross beam connector 16, the position height and the position height phase of left and right crossbeam 20 of each pair of rear cross beam connector 16 It is corresponding.Crossbeam connector can be deep into the inside of hoistway column when in order to weld, and the contact jaw of crossbeam connector is cut directly Angle, then be weldingly fixed on the web and wing plate of hoistway column.Every group of front beam connector 19 includes two pairs of crossbeam connectors, often Team includes each one symmetrical crossbeam connector around；Each pair of rear cross beam connector 16 includes each symmetrical cross in left and right Beam connection, the position height of each pair of rear cross beam connector 16 is corresponding with the position height of each left and right crossbeam 20, and crossbeam connects Fitting can be installed according to actual items to be needed to increase, and meets project demand.

Further, second cross beam structure includes two groups and front beam more than two 12, is provided with installation on front beam 12 Hole, front beam 12 are arranged between symmetrical front beam connector 19, pass through between both ends and front beam connector 19 Clamping plate and high-strength bolt component are cooperatively connected.Every group includes two crossbeams, one section of the interval of upper and lower two groups of crossbeams and elevator door Height equally long distance is connected between front beam 12 and front beam connector 19 by clamping plate and the cooperation of high-strength bolt component It connects, when installation, clamping plate is all disposed in the web two sides of H profile steel, reinforcement structure carrying.Second cross beam structure after the installation is completed, is adopted It takes bolt assembly door pillar 14 is connected on lower and upper cross-member, can also be welded on lower and upper cross-member.

Further, third beam structure includes three or three or more rear cross beams 8, is provided with installation on rear cross beam 8 Hole, rear cross beam 8 are arranged between symmetrical rear cross beam connector 16, pass through folder between both ends and rear cross beam connector 16 Plate and high-strength bolt component are cooperatively connected.When installation connection rear cross beam 8 and rear cross beam connector 16, abdomen of the clamping plate in H profile steel Plate two sides all dispose, reinforcement structure carrying.

Further, as shown in Fig. 5, shelter bridge 5 further includes shelter bridge crossbeam 22, shelter bridge limp 24, the shelter bridge girder 23 It is horizontally set between a pair of of shelter bridge crossbeam 22, and vertical with shelter bridge crossbeam 22, shelter bridge limp 24 is horizontally placed on shelter bridge crossbeam 22 top is all provided with link block 25, the link block being arranged on two shelter bridge crossbeams 22 on the bottom surface of each shelter bridge crossbeam 22 25 arrange in quadrangle, and connecting hole, the link block 25 and shelter bridge branch of 23 one side of outside of shelter bridge girder are provided on link block 25 Support 13 passes through high-intensitive hex bolts component connection；The adjusting block 71 be vertically arranged in link block 25 and shelter bridge limp 24 it Between, and it is parallel with shelter bridge girder 23.For 23 quantity of shelter bridge girder at two and two or more, level is welded on a pair of of shelter bridge crossbeam 22 Between, shelter bridge limp 24 is horizontally placed on the top of shelter bridge crossbeam 22, can be arranged on shelter bridge crossbeam by pointed cone, can also be with It is welded on above shelter bridge crossbeam 22；It is provided with link block 25 on shelter bridge crossbeam 22, connecting hole is provided on link block 25, connects When elevator shaft, the support being arranged on link block 25 and elevator shaft is connect；It is provided between link block 25 and shelter bridge limp 24 Adjusting block 71 is provided with through-hole on adjusting block 71, movable adjusting bolt 72 is provided in through-hole.When the installation present invention, first The parts such as shelter bridge girder 23, shelter bridge crossbeam 22, shelter bridge limp 24 are transported to scene, are formed as part welding with electric welding equipment The arrying main body frame of shelter bridge 5, the shelter bridge support frame being secondly arranged on link block 25 and elevator shaft with high-strength bolt component 13 link together, between the two need to there are movements in order to which the later period is convenient for adjusting the relative position between shelter bridge 5 and elevator shaft Gap, therefore the connecting hole being arranged on shelter bridge support frame 13 and the connecting hole being arranged on link block 25 are all set as long straight hole and in ten Word arrangement, cross connection hole is in releasing orientation before elevator shaft is not adjusted and finished, and bolt assembly is not tightened at this time, with Good later period adjustment shelter bridge and elevator shaft, are finally tightened after adjustment.It is arranged between link block 25 and shelter bridge limp 24 There is adjusting block 71, through-hole is provided on adjusting block 71, movable adjusting bolt 72 is provided in through-hole, adjusting block 71 welds vertically It is between link block 25 and shelter bridge limp 24 and parallel with shelter bridge girder 23.

Further, as shown in Fig. 7, the distance between head and the shelter bridge girder 23 for adjusting bolt 72 are 5 ~ 10mm, The distance between its screw rod and preceding 11 inner wall of hoistway column are 3 ~ 5mm.In order to guarantee adjust bolt 72 can adjusting block 71 with Moved between shelter bridge girder 23, and its screw rod will not dieback on the wing plate of H profile steel, adjust bolt 72 both ends and its just Pair components between all there are certain gap, in the present embodiment, between the head and shelter bridge girder 23 that adjust bolt 72 Distance is 5mm, and the distance between wing plate on the inside of screw rod and H profile steel is 3mm, can satisfy adjustable range at this time, according to not It needs to adjust distance with project.

Further, as shown in Fig. 8, it is connected between shelter bridge 5 and building by seedling stud structure 6, seedling stud structure 6 includes Chemical anchor bolts 61, chemical anchor bolts 61 are arranged on building surface and are connected with shelter bridge fixing piece 62, go back on shelter bridge fixing piece 62 It is provided with connecting hole, shelter bridge fixing piece 62 and the link block 25 of described 23 outside another party of shelter bridge girder pass through high-intensitive hexagonal spiral shell Bolt assembly connects, and the connecting hole being arranged on the connecting hole and link block 25 being arranged on the shelter bridge fixing piece 62 is all long straight hole, Two directors are direct-connected, and to connect hole site corresponding and in being arranged cross.It when shelter bridge 5 is installed, is connected first with building, first in construction wall Chemical anchor bolts 61 are squeezed into upper aperture, install shelter bridge fixing piece 62, lift shelter bridge 5, the shelter bridge master of shelter bridge 5 after fixation again The link block 25 of 23 outside another party of beam is connected and fixed with shelter bridge fixing piece 62 using high-intensitive hex bolts component, and connecting hole It is designed as orthogonal slotted hole, adjusts 5 position of shelter bridge when connection or so, guarantee is aligned with hoistway with steel structure.

Further, as shown in Fig. 9, curtain wall support frame 15 includes upper support frame 151, lower bracing frame 152, upper support frame 151, lower bracing frame 152 all forms guardrail side, and glass curtain wall 2 is located on the inside of guardrail side.Upper support frame 151, lower bracing frame 152 It connects or welds together by bolt assembly, upper support frame 151, lower bracing frame 152 all form guardrail side, upper support frame Upward, downward, every layer of glass curtain wall 2 is stuck in the upper support frame 151 of lower layer on the guardrail side of lower bracing frame 152 on 151 guardrail side Guardrail in the guardrail of the lower bracing frame 152 on upper layer between.

Further, yielding rubber 27 is placed between the guardrail side and glass curtain wall 2 of lower bracing frame 152.In order to protect Glass curtain wall 2 is not scratched destruction, is placed with yielding rubber 27 between the guardrail side and glass curtain wall 2 of lower bracing frame 152.

Further, curtain wall decoration part 3 includes horizontal ornament part 30, and cross section is identical as curtain wall decoration part 3, level dress The cruciform bracing of gadget 30 and elevator shaft is in same direction, and inboard portion 302 is higher than exterior portion 301, exterior portion Form fluted between 301 and inboard portion 302, the lower body of glass curtain wall 2 point is in the grooves；Outside horizontal ornament part 30 Side section 301 protrudes glass curtain wall 2, the both ends open of horizontal ornament part 30.Horizontal ornament part 30 uses stainless steel molding making, After production molding, inboard portion 302 is higher than exterior portion 301, and when guaranteeing trim element internal ponding, water flow is from exterior portion 301 Outflow will not flow into inside hoistway from inboard portion 302, and as shown in Fig. 14, water flow flows in a direction indicated by the arrow.

Further, curtain wall decoration part 3 further includes corner decoration 32, and cross section is identical as curtain wall decoration part 3, corner Decoration 32 is set to the corner of adjacent two sides glass curtain wall 2, and connects with the horizontal ornament part 30 of corresponding two sides, corner dress The inboard portion 302 of gadget 32 is higher than exterior portion 301, and fluted, glass is formed between exterior portion 301 and inboard portion 302 The lower body of glass curtain wall 2 point is in the grooves；The exterior portion 302 of corner decoration 32 protrudes glass curtain wall 2, corner decoration 32 both ends open.As shown in Fig. 13, corner decoration 32 uses stainless steel molding making, and inboard portion 302 is high after molding In exterior portion 301, when guaranteeing trim element internal ponding, water flow is flowed out from exterior portion 301, will not be flowed from inboard portion 302 Enter inside hoistway, while all welding is ground for molding piece first position 321, the second position 322 when the production of corner decoration 32 It is flat, reach waterproof effect, manual wire drawing, lines are consistent with surface after polishing.

Further, curtain wall decoration part 3 further includes front side decoration 31, and cross section is identical as curtain wall decoration part 3, front side Decoration 31 is set to one end of horizontal ornament part 30, and the inboard portion 302 of front side decoration 31 is higher than exterior portion 301, outside Form fluted between side section 301 and inboard portion 302, the lower body of glass curtain wall 2 point is in the grooves；Front side decoration 31 exterior portion 301 protrudes glass curtain wall 2, front side decoration 31 it is open at one end.As shown in Fig. 15, front side decoration 31 Using stainless steel molding making, inboard portion 302 is higher than exterior portion 301 after molding, when guaranteeing trim element internal ponding, water flow It flows out, will not be flowed into inside hoistway from inboard portion 302 from exterior portion 301, while choosing one when the production of front side decoration 31 End closure, sealing are closed one end of groove without flowing out from groove both ends.

Further, as shown in Fig. 10, the groove company of horizontal ornament part 30, front side decoration 31, corner decoration 32 Logical, not opening one end of front side decoration 31 is located on the outside of groove.Horizontal ornament part 30, corner decoration 32, front side decoration Edge joint position between 31 is sealed using waterproof glass glue, and such rainwater product will not be leaked out in groove from piece, front side decoration 31 Sealing leak out ponding will not from groove both ends.

Obviously, the present invention takes stack framework elevator shaft by template hoistway frame, does not need site welding, overlap joint Electric welding equipment, this would not generate electric welding odor impact resident living, and template framework can be separated into widget by giving birth in batch It produces, greatly reduces the hoistway construction time, while fast and easy transports in-site installation, by template framework framework layer by layer, up and down Layer is connected by bolt assembly with clamping plate, low in cost, takes when installing elevator shaft while shelter bridge being cooperated to adjust elevator The verticality in road does not need additional adjusting program, does not need external large scale equipment during installation and auxiliary is fixed to hoistway, Reduce equipment, manpower, time required for hoistway installation and adjustment etc., takes and secondary waterproof is set at glass curtain wall to prevent rain Water enters in elevator shaft from glass curtain wall, and then destroys the electric components of elevator interior, after rainy day ponding, rainwater accumulation It in groove, because the inboard portion of acting decoration structural-member is higher than exterior portion, is then discharged from groove after rainwater product is full, then from outer Side distributes, and will not flow into from inboard portion, simultaneously as the glass of the exterior portion protrusion lower layer of the curtain wall decoration part on upper layer Glass curtain wall then may not flow into lower layer's curtain wall from the rainwater that exterior portion flows out, can be effectively formed curtain of rain benefit, while avoiding lower layer Curtain wall, which gets wet, influences sightseeing effect.

Above-mentioned is presently preferred embodiments of the present invention, it should be understood that those skilled in the art can root without creative work Pass through logic analysis, reasoning or experiment etc. on the basis of existing technology according to design of the invention and obtain related art scheme, Therefore these related art schemes all should be in the protection scope of present claims.

Claims (17)

1. a kind of template type splices elevator hoistway with steel structure, including template framework, shelter bridge (5), the template framework includes structure Symmetrical left frame (91) and correct frame (92), shelter bridge (5) include shelter bridge girder (23), it is characterised in that: left frame (91) Or correct frame (92) includes preceding hoistway column (11), rear hoistway column (10), is provided with first through hole on preceding hoistway column (11) (111)；First crossbeam structure, left frame (91) or correct frame are provided between preceding hoistway column (11) and rear hoistway column (10) (92) it is provided with location structure on, is all provided with crossbeam connector on preceding hoistway column (11) and rear hoistway column (10)；Left frame It is provided with second cross beam structure between the crossbeam connector being arranged on the preceding hoistway column (11) of frame (91) and correct frame (92), it is left Third beam structure is provided between the crossbeam connector being arranged on the rear hoistway column (10) of frame (91) and correct frame (92)； Shelter bridge (5) is arranged between hoistway with steel structure and building, and the junction of shelter bridge (5) and hoistway with steel structure is provided with adjustment structure (7)；Adjustment structure (7) includes adjusting nut (73), adjusting block (71), adjusts bolt (72), and adjusting nut (73) is arranged preceding On hoistway column (11), and it is corresponding with first through hole (111) position, and adjusting block (71) is arranged below the corridor of shelter bridge (5), And it is corresponding with shelter bridge girder (23), the second through-hole is provided on adjusting block (71), the second through-hole and first through hole (111) are opposite It answers, the adjusting bolt (72) is set in the second through-hole, and the head for adjusting bolt (72) is located at shelter bridge girder (23) and adjusts In the space of block (71), screw rod passes through the second through-hole and is cooperatively connected with adjusting nut (73)；The left frame (91) or the right side It is provided on frame (92) curtain wall support frame (15), is provided with glass curtain wall (2) between the curtain wall support frame (15) of upper and lower level；Curtain It is equipped on wall support frame (15) curtain wall decoration part (3), the cross section of curtain wall decoration part (3) includes inboard portion (302), outside The inboard portion (302) of partially (301), curtain wall decoration part (3) is higher than exterior portion (301), exterior portion (301) and inside portion Form groove between point (302), the lower body quartile of glass curtain wall (2) is in groove, the exterior portion of curtain wall decoration part (3) (301) glass curtain wall (2) are protruded；It is provided in groove water-tight device (26), glass curtain wall (2) is pressed on water-tight device (26) Side.

2. a kind of template type splices elevator hoistway with steel structure according to claim 1, it is characterised in that: the preceding hoistway column (11) it is arranged with rear hoistway column (10) in quadrangle, is provided with shelter bridge support frame (13), shelter bridge on two preceding hoistway columns (11) Connecting hole is provided on support frame (13), shelter bridge support frame (13) includes upper and lower two pairs, each pair of symmetrical arrangement.

3. a kind of template type according to claim 1 or claim 2 splices elevator hoistway with steel structure, it is characterised in that: described first is logical Hole (111) opens up a pair, before being vertically arranged or being horizontally set on hoistway column (11), and is located at shelter bridge support frame (13) Top, the inside of hoistway column (11) before the adjusting nut (73) is welded on.

4. a kind of template type splices elevator hoistway with steel structure according to claim 3, it is characterised in that: the first crossbeam knot Structure includes upper guiding crossbeam (17), left and right crossbeam (20) and lower guiding crossbeam (21), and upper guiding crossbeam (17) is welded on preceding hoistway Between the upper end of column (11) and the upper end of rear hoistway column (10), hoistway column (11) before lower guiding crossbeam (21) is welded on Between lower end and the lower end of rear hoistway column (10), left and right crossbeam (20) is three and three or more, and even level is arranged upper It is oriented between crossbeam (17) and lower guiding crossbeam (21), and is welded between preceding hoistway column (11) and rear hoistway column (10).

5. a kind of template type splices elevator hoistway with steel structure according to claim 4, it is characterised in that: the location structure packet Guide cone (181), pilot hole (182) are included, guide cone (181) is arranged on upper guiding crossbeam (17), and pilot hole (182) setting exists On lower guiding crossbeam (21), and it is corresponding with above and below the position of guide cone (181).

6. according to claim 1 or a kind of 5 template types splice elevator hoistway with steel structure, it is characterised in that: the preceding hoistway It the crossbeam connector bilateral symmetry that is arranged on column (11) and rear hoistway column (10) and is arranged in pairs, the crossbeam connector of left Right side in left frame (91) is set, and the crossbeam connector setting of right is set on the left side of correct frame (92), crossbeam connector It is equipped with mounting hole；After crossbeam connector includes two groups and front beam connector (19) more than two and three pairs and three pairs or more The position height of crossbeam connector (16), each pair of rear cross beam connector (16) is corresponding with the position height of left and right crossbeam (20).

7. a kind of template type splices elevator hoistway with steel structure according to claim 6, it is characterised in that: the second cross beam knot Structure includes two groups and front beam more than two (12), mounting hole is provided on front beam (12), front beam (12) setting is in left and right Between symmetrical front beam connector (19), pass through clamping plate and high-strength bolt group between both ends and front beam connector (19) Part is cooperatively connected.

8. a kind of template type splices elevator hoistway with steel structure according to claim 7, it is characterised in that: the third crossbeam knot Structure includes three or three or more rear cross beams (8), mounting hole is provided on rear cross beam (8), rear cross beam (8) setting is in left and right pair Between the rear cross beam connector (16) of title, pass through clamping plate and high-strength bolt component between both ends and rear cross beam connector (16) It is cooperatively connected.

9. a kind of according to claim 1 or 7 or 8 template type splicing elevator hoistway with steel structure, it is characterised in that: the shelter bridge It (5) further include shelter bridge crossbeam (22), shelter bridge limp (24), the shelter bridge girder (23) is horizontally set on a pair of of shelter bridge crossbeam (22) Between, and it is vertical with shelter bridge crossbeam (22), shelter bridge limp (24) is horizontally placed on the top of shelter bridge crossbeam (22), and each shelter bridge is horizontal It is all provided on the bottom surface of beam (22) link block (25), the link block (25) being arranged on two shelter bridge crossbeams (22) is in quadrangle cloth It sets, connecting hole is provided on link block (25), the link block (25) and shelter bridge support frame of a side on the outside of the shelter bridge girder (23) (13) pass through high-intensitive hex bolts component connection；The adjusting block (71) is vertically arranged in link block (25) and shelter bridge limp (24) between, and it is parallel with shelter bridge girder (23).

10. a kind of template type splices elevator hoistway with steel structure according to claim 9, it is characterised in that: the adjusting bolt (72) the distance between head and shelter bridge girder (23) be 5 ~ 10mm, between screw rod and preceding hoistway column (11) inner wall away from From for 3 ~ 5mm.

11. a kind of template type splices elevator hoistway with steel structure according to claim 10, it is characterised in that: the shelter bridge (5) It is connect between building by seedling stud structure (6), seedling stud structure (6) includes chemical anchor bolts (61), chemical anchor bolts (61) setting It on building surface and is connected with shelter bridge fixing piece (62), shelter bridge fixing piece is additionally provided with connecting hole on (62), and shelter bridge is fixed Part (62) is connect with the link block (25) of another party on the outside of the shelter bridge girder (23) by high-intensitive hex bolts component, described The connecting hole being arranged on shelter bridge fixing piece (62) and the connecting hole being arranged on link block (25) are all long straight hole, and two directors are direct-connected to be connect Hole site is corresponding and is in be arranged cross.

12. according to claim 1 or a kind of 11 template types splice elevator hoistway with steel structure, it is characterised in that: the curtain wall Support frame (15) includes upper support frame (151), lower bracing frame (152), and upper support frame (151), lower bracing frame (152) all form Guardrail side, glass curtain wall (2) are located on the inside of guardrail side.

13. a kind of template type splices elevator hoistway with steel structure according to claim 12, it is characterised in that: the lower bracing frame (152) yielding rubber (27) are placed between guardrail side and glass curtain wall (2).

14. according to claim 1 or a kind of 13 template types splice elevator hoistway with steel structure, it is characterised in that: the curtain wall Decoration (3) includes horizontal ornament part (30), and cross section is identical as curtain wall decoration part (3), horizontal ornament part (30) and elevator The cruciform bracing of hoistway is in same direction, and inboard portion (302) are higher than exterior portion (301), exterior portion (301) with it is interior Form fluted between side section (302), the lower body of glass curtain wall (2) point is in the grooves；Outside horizontal ornament part (30) Side section (301) protrudes glass curtain wall (2), the both ends open of horizontal ornament part (30).

15. 4 a kind of template type splicing elevator hoistway with steel structure according to claim 1, it is characterised in that: the curtain wall decoration Part (3) further includes corner decoration (32), and cross section is identical as curtain wall decoration part (3), and corner decoration (32) is set to phase The corner of adjacent two sides glass curtain wall (2), and with the horizontal ornament part (30) of corresponding two sides connect, corner decoration (32) it is interior Side section (302) is higher than exterior portion (301), forms fluted, glass between exterior portion (301) and inboard portion (302) The lower body of curtain wall (2) point is in the grooves；The exterior portion (302) of corner decoration (32) protrudes glass curtain wall (2), corner The both ends open of decoration (32).

16. a kind of template type splices elevator hoistway with steel structure according to claim 15, it is characterised in that: the curtain wall decoration Part (3) further includes front side decoration (31), and cross section is identical as curtain wall decoration part (3), and front side decoration (31) is set to water The inboard portion (302) of one end of paperback gadget (30), front side decoration (31) is higher than exterior portion (301), exterior portion (301) formed between inboard portion (302) fluted, the lower body of glass curtain wall (2) point is in the grooves；Front side decoration (31) exterior portion (301) protrudes glass curtain wall (2), front side decoration (31) it is open at one end.

17. according to claim 1 or a kind of 16 template types splice elevator hoistway with steel structure, it is characterised in that: the level The groove connection of decoration (30), front side decoration (31), corner decoration (32), not opening one end of front side decoration (31) On the outside of groove.