The content of the invention
The purpose of the present invention is directed to existing technology and there is above mentioned problem, it is proposed that a kind of flexibility is high, comfort level compared with
It is good, and safety coefficient construction stair higher.
The purpose of the present invention can be realized by following technical proposal:A kind of deep basal pit hanging-type construction stair, positioned at two
Between road armored concrete horizontal support, wherein, including:First bench, the second step and the 3rd bench, and the first bench,
The second step and the 3rd bench join end to end, and are set into " Z " character form structure.
In a kind of above-mentioned deep basal pit hanging-type construction stair, the company between first bench and the second step
It is connected in and is detachably connected, the connection between the second step and the 3rd bench is to be detachably connected.
In a kind of above-mentioned deep basal pit hanging-type construction stair, the structure of first bench and the structure of the 3rd bench
It is identical, wherein, first bench is angularly disposed with the 3rd bench, and angle of inclination is identical, and the second step is
It is horizontally disposed.
In a kind of above-mentioned deep basal pit hanging-type construction stair, the deep basal pit hanging-type construction stair are also included at least
A piece support column, and support column is connected to the side of the second step.
In a kind of above-mentioned deep basal pit hanging-type construction stair, the deep basal pit hanging-type construction stair are also included at least
One support frame, and one end of support frame is connected with the second step, the other end of support frame is connected with support column.
In a kind of above-mentioned deep basal pit hanging-type construction stair, support frame as described above includes:
Base plate, is installed on the bottom of the second step;
Swash plate, one end is connected with base plate, and the other end is connected with support column,
Wherein, base plate, swash plate and support column constitute a triangle.
In a kind of above-mentioned deep basal pit hanging-type construction stair, along first bench, the second step and institute
The length direction for stating the 3rd bench sets accommodation rail, and accommodation rail is located at first bench, the second step respectively
And two sides of the 3rd bench.
In a kind of above-mentioned deep basal pit hanging-type construction stair, first bench includes:
Some bench beams, are parallel to each other angularly disposed, and on same inclined-plane;
Some pieces of pedals, are set along the length direction of bench beam, and pedal is detachably connected with bench beam, wherein, it is each
The tangent value of formed acute angle is equal with the slope of bench beam between block pedal and bench beam.
In a kind of above-mentioned deep basal pit hanging-type construction stair, the second step includes:
Some landing beams, and it is mutually horizontally disposed, and in same level;
Landing slab, is laid on landing beam, and is detachably connected with landing beam.
The present invention also provides a kind of construction method of deep basal pit hanging-type construction stair, and it includes:
Step one:According to foundation depth, the set location of armored concrete horizontal support, it is determined that the installation position of construction stair
Put, and pre-buried several fixing bolts on armored concrete horizontal support;
Step 2:Install support post, and support post upper and lower ends respectively with armored concrete horizontal support in
Pre-embedded bolt is connected;
Step 3:Installation is bolted between support frame, and support frame and support column;
Step 4:The second step is installed, the second step is installed on support frame by bolt;
Step 5:First bench is installed, and one end of the first bench is detachably connected with armored concrete horizontal support, the
The other end of one bench is detachably connected with one end of the second step;
Step 6:3rd bench is installed, and one end of the 3rd bench is detachably connected with armored concrete horizontal support, the
The other end of three bench is detachably connected with the other end of the second step;
Step 7:Accommodation rail is installed, accommodation rail is installed on the two ends of pedal and landing slab by bolt;
Step 8:Installation, construction stair are come into operation;
Step 9:According to project progress, stair are removed paragraph by paragraph from bottom to top, store standby.
Compared with prior art, beneficial effects of the present invention:
(1), the deep basal pit hanging-type construction stair that the present invention is provided are using the armored concrete level in deep-foundation pit engineering
Support, stair are hung in support, can greatly expand the installation environment of construction stair, improve performance;In addition, stair can
Piecewise spreading or dismounting are carried out according to engineering progress, change shortcoming greatly in place between Construction stage of Deep Excavation is met, with good
Conformability;
(2), the construction method of a kind of deep basal pit hanging-type construction stair that the present invention is provided, wherein the first bench, second
It is connected by screw bolts between bench and the 3rd bench and between bench and armored concrete horizontal support, its connected mode
Simply, firmly, replaceable and detachable convenient, and the building block of stair is also used for multiple times, it is easy to lay in.
Specific embodiment
The following is specific embodiment of the invention and with reference to accompanying drawing, technical scheme is further described,
But the present invention is not limited to these embodiments.
As depicted in figs. 1 and 2, a kind of deep basal pit hanging-type construction stair that the present invention is provided, positioned at twice reinforced concrete
Between native horizontal support 100, wherein, including:First bench 200, the bench 400 of the second step 300 and the 3rd, and the first bench
200th, the bench 400 of the second step 300 and the 3rd joins end to end, and is set into " Z " character form structure.
The deep basal pit hanging-type construction stair that the present invention is provided are using the armored concrete horizontal support in deep-foundation pit engineering
100, stair are hung in support, the installation environment of construction stair can be greatly expanded, improve performance;In addition, stair can
Piecewise spreading or dismounting are carried out according to engineering progress, change shortcoming greatly in place between Construction stage of Deep Excavation is met, with good
Conformability.
Preferably, as depicted in figs. 1 and 2, the connection between the first bench 200 and the second step 300 is to be detachably connected,
Connection between the bench 400 of the second step 300 and the 3rd is to be detachably connected so that the first bench 200 and the second step 300 it
Between and the bench 400 of the second step 300 and the 3rd between not only connected each other but also separate;When the first bench 200, the second step
300 and the 3rd bench 400 be connected when being spliced, connected each other between three, structure is integral, when dismantling the first bench
200th, the second step 300 and during three bench 400, after removing the 3rd bench 400, the first bench 200 and the second step 300
Still can be used.
Preferably, as depicted in figs. 1 and 2, the structure of the first bench 200 is identical with the structure of the 3rd bench 400, wherein,
First bench 200 is angularly disposed with the 3rd bench 400, and the second step 300 is horizontally disposed, and the second step 300 is used as not
Breath platform.
Preferably, as depicted in figs. 1 and 2, the first bench 200 is identical with the angle of inclination of the 3rd bench 400, is easy to workman
It is more convenient in walking or transport process, in addition, identical angle of inclination also allows for the first bench 200 and the 3rd bench 400
Installation.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, deep basal pit hanging-type construction stair also include at least one support column
500, and support column 500 is connected to the side of the second step 300, the vertical load of the stair that are used to construct, and keep stair of constructing
Horizontal direction stability.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, the quantity of support column 500 is two, and is respectively symmetrically positioned at second
The two ends of bench 300, further improve the stability of construction stair.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, support column 500 is made from I-steel, the deadweight of structure compared with
Gently, its usable floor area is larger, and intensity is higher.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, deep basal pit hanging-type construction stair also include at least one support frame
600, and one end of support frame 600 is connected with the second step 300, the other end of support frame 600 is connected with support column 500, will apply
The load that work stair are born, by support frame 600, is transferred on support column 500, so as to mitigate the load-bearing of construction stair, carries
The security of height construction stair.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, support frame 600 is made from I-steel, the deadweight of structure compared with
Gently, its usable floor area is larger, and intensity is higher.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, support frame 600 includes:Base plate 610, is installed on the second step 300
Bottom;Swash plate 620, one end is connected with base plate 610, and the other end is connected with support column 500 so that base plate 610, swash plate 620 and
Support column 500 constitutes a triangle, so as to improve the endurance of the second step 300, and then improves the security of construction stair
And reliability.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, along the first bench 200, the bench 400 of the second step 300 and the 3rd
Length direction accommodation rail 700 is set, and accommodation rail 700 is located at the first bench 200, the second step 300 and the respectively
Two sides of three bench 400, are used to protect stair both sides, prevent workmen from falling accidentally when stair are walked about, and improve construction
The security of stair.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, accommodation rail 700 is made from square steel, and its casting technique can
It is made of hot rolling, forging or cold-drawn, intensity is high, good stability.
Preferably, as depicted in figs. 1 and 2, the first bench 200 includes:Some bench beams 210, be parallel to each other oblique setting
Put, and on same inclined-plane;Some pieces of pedals 220, are set along the length direction of bench beam 210, and pedal 220 and bench beam
210 are detachably connected, wherein, the tangent value of formed acute angle and bench beam between each piece of pedal 220 and bench beam 210
210 slope is equal.
Preferably, as depicted in figs. 1 and 2, bench beam 210 is made from square steel, used as the load-bearing structure of bench load
Part, its casting technique can be made of hot rolling, forging or cold-drawn, and intensity is high, good stability.
Preferably, as depicted in figs. 1 and 2, pedal 220 is made from steel plate, wherein, the length of pedal 220, width
And thickness is respectively 900mm, 280mm and 3mm.
Preferably, as depicted in figs. 1 and 2, the second step 300 includes:Some landing beams 310, and it is mutually horizontally disposed,
And in same level;Landing slab 320, is laid on landing beam 310, and is detachably connected with landing beam 310, used as applying
Half space of the workman person during transporting goods.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, some landing beams 310 be located at landing slab 320 and base plate 610 it
Between, and be easy to using being detachably connected between landing beam 310 and landing slab 320 and between base plate 610 and landing beam 310
Install and change.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, landing beam 310 is made from square steel, is carried as half space
The supporting member of lotus, its casting technique can be made of hot rolling, forging or cold-drawn, and intensity is high, good stability.
Preferably, as shown in Figure 1, Figure 2 and shown in Fig. 3, landing slab 320 is made from steel plate, wherein, landing slab 320
Length, width and thickness be respectively 1100mm, 900mm and 3mm.
The present invention also provides a kind of construction method of deep basal pit hanging-type construction stair, by taking certain deep-foundation pit engineering as an example, opens
Dig depth 17m, 20000 square metres of foundation ditch area.Three road armored concrete horizontal supports 100, workmen's lower channel are set
Using deep basal pit hanging-type construction stair, per 2 bench are set between twice armored concrete horizontal support 100,1 rest is flat
Platform.According to field partition, 4 groups of construction stair are set altogether.
According to construction number of staircases described above, its construction method comprises the following steps, wherein, with 2 bench of constructing
As a example by 1 half space:
Step one:According to foundation depth, the set location of armored concrete horizontal support 100, it is determined that the peace of construction stair
Holding position, and pre-buried several fixing bolts on armored concrete horizontal support 100;
Step 2:Install support post, and support post upper and lower ends respectively with armored concrete horizontal support 100 in
Pre-embedded bolt be connected;
Step 3:Installation is bolted between support frame 600, and support frame 600 and support column 500;
Step 4:The second step 300 is installed, the second step 300 is installed on support frame 600 by bolt;
Wherein, mounting platform beam 310 first, landing beam 310 is uniformly layed on support frame 600, and is connected by bolt
Connect;Then mounting platform plate 320, landing slab 320 is layed on landing beam 310, and be bolted;
Step 5:First bench 200 is installed, and one end of the first bench 200 is removable with armored concrete horizontal support 100
Connection is unloaded, the other end and one end of the second step 300 of the first bench 200 are detachably connected;
Wherein, of the bench beam 210 in the bench beam 210 in the first bench 200, and the first bench 200 is installed first
Hold and be connected with the bolt being embedded in armored concrete horizontal support 100, the other end of the bench beam 210 in the first bench 200
It is connected with the landing beam 310 of wherein side by bolt;Then pedal 220 in first bench 200 is installed, by bolt by one
Block block pedal 220 is installed on the bench beam 210 in the first bench 200 successively;
Step 6:3rd bench 400 is installed, and one end of the 3rd bench 400 is removable with armored concrete horizontal support 100
Connection is unloaded, the other end and the other end of the second step 300 of the 3rd bench 400 are detachably connected;
Wherein, the bench beam 210 in the 3rd bench 400 is installed first, and bench beam 210 in the 3rd bench 400 one
Hold and be connected with the bolt being embedded in armored concrete horizontal support 100, the other end of the bench beam 210 in the 3rd bench 400
It is connected with the landing beam 310 of opposite side by bolt;Then pedal 220 in 3rd bench 400 is installed, by bolt by one piece
Block pedal 220 is installed on the bench beam 210 in the 3rd bench 400 successively;
Step 7:Accommodation rail 700 is installed, accommodation rail 700 is installed on by pedal 220 and landing slab by bolt
320 two ends, are used to protect stair both sides, prevent workmen from being fallen accidentally when stair are walked about;
Step 8:Installation, construction stair are come into operation;
Step 9:According to project progress, stair are removed paragraph by paragraph from bottom to top, store standby.
The construction method of a kind of deep basal pit hanging-type construction stair that the present invention is provided, wherein first the 200, second ladder of bench
It is connected by screw bolts between the bench 400 of section 300 and the 3rd and between bench and armored concrete horizontal support 100, its
Connected mode is simple, firm, replaceable and detachable convenient, and the building block of stair is also used for multiple times, it is easy to lay in.
Specific embodiment described herein is only to the spiritual explanation for example of the present invention.Technology neck belonging to of the invention
The technical staff in domain can be made various modifications or supplement to described specific embodiment or be replaced using similar mode
Generation, but without departing from spirit of the invention or surmount scope defined in appended claims.