CN103741970A - Assembled machining shed for building construction and manufacture and installation method thereof - Google Patents
Assembled machining shed for building construction and manufacture and installation method thereof Download PDFInfo
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- CN103741970A CN103741970A CN201310744048.9A CN201310744048A CN103741970A CN 103741970 A CN103741970 A CN 103741970A CN 201310744048 A CN201310744048 A CN 201310744048A CN 103741970 A CN103741970 A CN 103741970A
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Abstract
Disclosed is an assembled machining shed for building construction. The machining shed comprises m groups of assembled T-shaped supporting body steel structures, n same specifications of trusses a and a shed cover, wherein m is not less than 2 and not more than 10 and n is not more than 5; every group of assembled T-shaped supporting body steel structure comprises a vertical supporting column, a beam and two inclined pull rods, wherein the beam is formed by two trusses and the two inclined pull rods are connected with the vertical supporting column and the beam to form a T-shaped supporting body; vertical trusses, edge sealing trusses and horizontal across trusses are connected between the m groups of assembled T-shaped supporting body steel structures through connecting parts and bolts to form an integral structural frame, wherein the vertical trusses and the edge sealing trusses are formed by the trusses a and the horizontal across trusses are connected with the vertical trusses and the edge sealing trusses; an angle steel auxiliary keel and the shed cover are arranged on the structural frame; the vertical supporting columns of the m groups of assembled T-shaped supporting body steel structures are fixed on the concrete foundation through embedded foundation bolts; 2 m or less 10 or less, 5 n or less. According to the assembled machining shed for the building construction, the structure is safe, stable and reliable, the parts are assembled through the bolts, and accordingly the component machining and the integral detachment, installation and conveying are convenient.
Description
Technical field
The present invention relates to a kind of building construction technology, particularly a kind of building operations machining shed.
Background technology
The fastener type steel pipe reinforcing steel processing shed that set up at scene is the conventional mode in current building site, but the on-the-spot fastener type steel pipe protection canopy of setting up has larger limitation for building site:
First, for guaranteeing safety and the stability of machining shed, conventionally when setting up reinforcing steel processing shed, must set up steel pipe riser and diagonal brace in machining shed surrounding, due to the obstruction of standpipe and diagonal brace, make in screwing steel bars, need to manually move into, take out of reinforcing bar, in the longer reinforcing bar of processing, need, along the very long distance of reinforcing bar length direction a dead lift, a large amount of time and labor waste have been caused especially.
Secondly, place can often be changed along with the progress of engineering in the reinforcing bar place of job site, so just need to remove whole machining shed and transport the materials such as steel tube fastener, finally again sets up machining shed again, can cause a large amount of manpower and materials consumption.
The 3rd, each job site steel pipe machining shed needs by designing and calculating, form constructure scheme and examine after qualified and can set up, after setting up, still needing can use after construction, management acceptance(check), will cause like this consumption of a large amount of manpowers, time, resource.
Patent publication No. is that the patent of invention that CN102913007A, denomination of invention are " reinforcing steel processing shed and construction method thereof " discloses a kind of " reinforcing steel processing shed " that reinforcing bar is convenient, transport reinforcing bar car easy access of carrying, but each member of this reinforcing steel processing shed is used the mode of welding assembly, dismounting and the transportation of the processing of inconvenient each member and entirety, it forms ceiling modular construction and also need further improvement.
Summary of the invention
The object of the present invention is to provide a kind of building operations assembled processing shed and fabrication and installation method thereof, this machining shed is except having the feature of carrying reinforcing bar convenience, transportation reinforcing bar car easy access, all component adopt bolt assembling, are convenient to the processing of member and dismounting and the transportation of entirety; The problems referred to above that prior art exists have been solved preferably.
The technical scheme addressing the above problem is: a kind of building operations assembled processing shed, this machining shed comprises the T-shaped supporter steel work of m group assembly type, the truss a of n Pin same size and canopy lid, the T-shaped supporter steel work of each group assembly type comprises a vertical supporting column, crossbeam and two diagonal members that two truss structures form, two diagonal members connect vertical supporting column and crossbeam forms T-shaped supporter, between the T-shaped supporter steel work of each group assembly type, by connector and bolt, connect the longitudiual truss being formed by truss a, the horizontal span centre truss of edge sealing truss and connection longitudiual truss and edge sealing truss forms an overall structural framing, on structural framing, arrange angle steel rider keel and canopy lid, the vertical supporting column of the T-shaped supporter steel work of each group assembly type relies on pre-buried stone bolt to be fixed in concrete foundation,
The span of above-mentioned m, n is: m is greater than 2 integers that are less than 10; N is greater than 5 integer.
Its further technical scheme is: the vertical supporting column of described T-shaped supporter is joist steel upright, column bottom welding has suspension column steel plate, the belly of column top i iron is welded with the connector a for connecting column and longitudiual truss, and the both wings of column top i iron are welded with respectively for connecting column with the connector b of transverse truss and for being connected the connector c of diagonal member and truss, column;
Described connector a is fixed with two engaging lugs with semi arch on dull and stereotyped steel plate, has long keyhole on engaging lug;
Described connector b is the engaging lug that is fixed with two semi arches on dull and stereotyped steel plate, has screw on engaging lug;
Described connector c is the engaging lug of a semicircular arc, has screw on engaging lug;
Between described vertical supporting column and longitudiual truss, by connector a and bolt b, be connected;
Between described vertical supporting column and crossbeam, by connector b and bolt b, be connected;
Between described diagonal member and vertical supporting column, be connected by connector c and bolt c between diagonal member and crossbeam.
Its further technical scheme is: the truss a as the main stress member of bearing canopy lid load consists of upper and lower square tube and angle steel welding; On the upper and lower square tube of truss a, be connected with respectively angle steel rider keel, the two ends of truss a have screw;
For the connector d of connecting angle rider keel and truss a, be to form by having two platoon leader's keyholes on the straight steel plate of a block length and be welded with two blocks of two short steel plates vertical with straight steel plate between two platoon leader's keyholes, on two short steel plates, have platoon leader's keyhole;
The connector e being connected for the outside, 90 ° of angles of truss and truss and be a right angle type bending plate for the connector f being connected inside truss and truss 90 ° has long keyhole on every one side at right angle, and the side ratio connector e length of side of connector f is short;
For truss and the direct-connected connector g connecing of truss, by having two long keyholes on a straight steel plate, form;
Between longitudinal edge sealing truss and horizontal edge sealing truss, by connector e, connector f and bolt a, be connected;
Longitudinal edge sealing truss with laterally between span centre truss, by connector f and bolt a, be connected;
Between two longitudinal edge sealing truss, the direct-connected connector g that connected is connected with bolt a, between two longitudinal edge sealing truss and the crossbeam of T-shaped supporter steel work by connector f and bolt a;
Article 1, longitudiual truss is connected by connector f and bolt a with laying respectively between two transverse truss on longitudiual truss both sides simultaneously;
Between described truss a and angle steel rider keel, by connector d and bolt c, be connected.
Described canopy lid is Double-protection canopy lid, and upper strata adopts color steel watt also completely to spread scaffold floor, and lower floor spreads wooden a tree, used in making timber for boats nailing template sealing.
Its another relevant technical scheme is: the fabrication and installation method of building operations of the present invention assembled processing shed, and it comprises the following steps:
A, basis instrument and place sclerosis
According to machining shed location unwrapping wire, according to key dimension, dug foundation ditch, and the good supporting stone bolt of correct embedment, guarantee that stone bolt position is consistent with the hole to be provided of the suspension column steel plate of vertical supporting column lower end; Last according to the needs of processing space size, the concrete that carries out basis and place sclerosis waters to be smash, and corresponding aproll and gutter are set;
B, assemble T-shaped structure
The T-shaped supporter steel work of assembly type adopts the i iron as vertical supporting column, steel member manufacture, the connections such as the truss a of n Pin same size, connector, supporting bolt:
1. in factory by the i iron of vertical supporting column, truss a, connector, supporting bolt member are made respectively, and by suspension column Plate Welding in vertical supporting column bottom, connector a is welded on the belly of vertical supporting column top i iron, and connector b, connector c are welded on the both wings of vertical supporting column top i iron;
2. the standard component having welded is transported to machining shed place and started assembling; Use stone bolt that the suspension column steel plate being welded on vertical supporting column is connected with concrete foundation, by connector a, with bolt B, vertical supporting column is connected with longitudiual truss, by connector b, bolt b using vertical supporting column be positioned at vertical supporting column both sides, as the truss of crossbeam, be connected;
3. by connector c, bolt c, diagonal member one end is connected with vertical supporting column, the other end and crossbeam are connected to form 1 group of T-shaped supporter steel work, and then by connector e, connector f, connector g, bolt a, T-shaped supporter steel work, with the longitudiual truss consisting of truss a, edge sealing truss, laterally span centre truss is connected, is formed to structural framing;
4. after main structural framework completes, start to assemble angle steel rider keel, by connector d, bolt c, angle steel rider keel and truss a are connected, form to the structural system of whole machining shed;
C, set up canopy lid
After the steel work structural system that completes this machining shed is installed, then set up Double-protection canopy lid thereon, upper strata adopts color steel watt also completely to spread scaffold floor, and lower floor spreads wooden a tree, used in making timber for boats nailing template sealing, completes the fabrication and installation of assembled processing shed.
Compared with prior art, building operations of the present invention has following beneficial effect by assembled processing shed and fabrication and installation method thereof:
1. can greatly enhance productivity:
Building operations of the present invention comprises that with assembled processing shed truss a and the canopy lid of the T-shaped supporter steel work of m group assembly type, n Pin same size form, support column-T-shaped supporter steel work is arranged in to the place, axis of processing factory, make reinforcing bar when transhipment, can along short-axis direction, carry in machining shed both sides, shortened stroke, greatly reduce the labor waste in manufacturing process, thereby solved artificial, time loss problem that reinforcing bar adds man-hour excessive rehandling, enhance productivity.
2. machining shed is made, dismounting is easy, uses manpower and material resources sparingly:
Because building operations of the present invention adopts modular construction with assembled processing shed, main member is as support column, truss, angle steel keel, connector are standard component, when reinforcing steel processing shed is assembled or need to be dismantled, the bolt of first-class each node do not need complicated technology and artificial in a large number, as long as can complete on request; When need to shift reinforcing steel processing shed, machining shed can be disassembled into the part of some applicable transhipments, assemble again after then using the equipment such as tower crane to be directly maneuvered into new place, contrast conventional art is more time saving and energy saving;
Secondly, the keyhole of connector a of the present invention, connector d, connector e, connector f, connector g is designed to long keyhole, can effectively reduce the requirement to installation accuracy, reduce installation difficulty, reduced cost of labor, there is less investment, feature easy to implement;
The 3rd, the Truss Design length of machining shed of the present invention is 3 to 4 meters, owing to adopting modular combining structure, machining shed can according to processing space size need arrangement unit body, machining shed is changeable, flexibility is strong, minimum 2 cell cubes just can independently working.
3. this machining shed structure can provide large usage space:
The frame mode of diagonal member and truss combination has been used in building operations of the present invention with the T-shaped supporter steel work of assembled processing shed, truss bottom does not have the structure of other for example diagonal brace and so on to hinder, make it compare traditional machining shed and there is larger usage space, operation is accessible, convenient processing.
4. structural safety, stable, reliable, durable in use, can provide than common double-layer pipe machining shed and higher bearing capacity and stability:
1. the mode that adopts concrete foundation to be connected with suspension column steel plate by stone bolt with T-shaped bearing unit due to the present invention, T-shaped supporter steel work has been used the structure of diagonal member and truss combination, makes machining shed more firm, can bear larger load;
2. because the present invention adopts the structure that angle steel rider keel is set on truss a upper and lower surface, make stressed even, the Stability Analysis of Structures of machining shed, larger bearing capacity and the rigidity of structure and stability can be provided;
3. building operations of the present invention is with the roof system of assembled processing shed according to scene protection and needs attractive in appearance, and the mode that adopts shaped steel to connect is set up, and has Double-protection function; Canopy lid is used the sun shading material that keeps off the rain as color steel watt, asbestos shingle etc., and protection barrier bed can be used the material sealings such as scaffold floor, wooden a tree, used in making timber for boats and template, and security performance is good.
Building operations of the present invention with assembled processing shed in appearance: moulded attractive in appearance, consistent, be of value to enterprise and carry out standardization civilized construction, can bring good social benefit.
Below in conjunction with drawings and Examples, a kind of building operations of the present invention is described further with the technical characterictic of assembled processing shed and fabrication and installation method thereof.
Accompanying drawing explanation
Fig. 1～Fig. 3: building operations of the present invention assembled processing shed structural representation:
Fig. 1: the T-shaped structural unite body elevation of assembly type (front view);
Fig. 2: machining shed frame construction side elevational view (left view);
Fig. 3: machining shed structural plan arrangement diagram; (top view).
Fig. 4-1～4-7 is the structure for amplifying schematic diagram of node A, B, C, D, E, F in Fig. 3:
Fig. 4-1:A node drawing;
Fig. 4-2:B node drawing;
Fig. 4-3:C node drawing;
Fig. 4-4:D node drawing;
Fig. 4-5:E node drawing;
Fig. 4-61:F node drawing, Fig. 4-62: the left view of Fig. 4-61;
Fig. 5: the installation site schematic diagram of truss a structure and angle steel rider keel.
Fig. 6-1～6-9: connecting-piece structure schematic diagram:
Fig. 6-1st, the structural representation of connector a,
Fig. 6-2nd, the structural representation of connector b,
Fig. 6-3rd, the structural representation of connector c,
Fig. 6-4th, the structural representation of connector d,
Fig. 6-5th, the structural representation of connector e,
Fig. 6-6th, the structural representation of connector f,
Fig. 6-7th, the structural representation of connector g;
Fig. 6-8th, the structural representation of bolt a,
Fig. 6-9th, the structural representation of bolt b,
Fig. 6-10th, the structural representation of bolt c.
Fig. 7～Figure 10: assembled processing shed fabrication and installation step schematic diagram for building operations of the present invention:
Fig. 7 is the structural representation of concrete foundation and vertical supporting column;
Fig. 8 is truss a structural representation;
Fig. 9 is the truss frame construction schematic diagram of building operations of the present invention assembled processing shed;
Figure 10 is the structural framing structural representation after completing of building operations of the present invention assembled processing shed.
In figure:
I, II, III, the T-shaped supporter steel work of IV-assembly type;
1-stone bolt, 2-suspension column steel plate, 3-concrete foundation, 4-vertical supporting column;
51-connector a, 52-connector b, 53-connector c, 54-connector d, 55-connector e, 56-connector f, 57-connector g;
6-truss a, 61-square tube, 62-angle steel, 7-angle steel rider keel, 71-upper strata angle steel rider keel, 72-lower floor angle steel rider keel;
The 81-sunshade layer that keeps off the rain, 82-upper strata protection barrier bed, 83-lower floor protection barrier bed, 91-bolt a, 92-bolt b, 93-bolt c;
10-diagonal member, 11-crossbeam, 12-longitudiual truss, the horizontal span centre truss of 13-, 14-edge sealing truss.
The specific embodiment
Embodiment mono-
A kind of building operations assembled processing shed, as shown in Figure 1-Figure 3: this machining shed comprises 4 groups of T-shaped supporter steel work of assembly type, the truss a6 of many Pin same size and canopy lid, the T-shaped supporter steel work of each group assembly type comprises a vertical supporting column 4, crossbeam 11 and two diagonal members 10 that two truss structure a6 form, two diagonal members 10 connect vertical supporting column 4 and crossbeam forms T-shaped supporter (referring to Fig. 1), between the T-shaped supporter steel work of each group assembly type, by connector and bolt, connect the cell cube truss 15 being formed by truss a6, longitudiual truss 12, edge sealing truss 14 and connect vertical truss and the horizontal span centre truss 13 of edge sealing truss forms an overall structural framing, on structural framing, arrange angle steel rider keel 7 and canopy lid, the vertical supporting column 4 of the T-shaped supporter steel work of each group assembly type relies on pre-buried stone bolt 1 to be fixed in concrete foundation 3,
The vertical supporting column 4 of described T-shaped supporter is joist steel upright, column bottom welding has suspension column steel plate 2, the belly of column top i iron is welded with the connector a51 for connecting column and longitudiual truss, the both wings of column top i iron be welded with respectively for connect column and the connector b52 of transverse truss and for the connector c53(that is connected diagonal member and truss, column referring to Fig. 7);
Described connector a51 is fixed with two engaging lugs with semi arch on dull and stereotyped steel plate, has long keyhole 511(referring to Fig. 6-1 on engaging lug);
Described connector b52 is the engaging lug that is fixed with two semi arches on dull and stereotyped steel plate, has screw 521(referring to Fig. 6-2 on engaging lug);
Described connector c53 is the engaging lug of a semicircular arc, has screw 531(referring to Fig. 6-3 on engaging lug);
Between described vertical supporting column 4 and longitudiual truss 12, by connector a51 and bolt B 92, be connected (referring to E point, Fig. 4-5 of Fig. 1, Fig. 3);
Between described vertical supporting column 4 and crossbeam 11, by connector b52 and bolt B 92, be connected (referring to E point, Fig. 4-5 of Fig. 1, Fig. 3);
Described diagonal member 10 is circular steel poles, between diagonal member 10 and vertical supporting column 4, be connected (referring to Fig. 1) by connector c53 and bolt c93 between diagonal member 10 and crossbeam 11.
As shown in Figure 5, as the truss a6 of the main stress member of bearing canopy lid load, by upper and lower square tube 61, angle steel 62 welding, formed; On the upper and lower square tube of truss a6, be connected with respectively angle steel rider keel 7, upper strata angle steel rider keel 71 is as the support of protection barrier material, canopy lid confining bed, lower floor's angle steel rider keel 72 blocks the support of confining bed as protection, make machining shed there is the function of Double-protection, can also improve the globality of machining shed, guarantee stabilized structure, the two ends of truss a6 have screw;
For the connector d54 of connecting angle rider keel 7 and truss, be to form by having two platoon leader's keyholes on the straight steel plate of a block length and be welded with two blocks of two short steel plates vertical with straight steel plate between two platoon leader's keyholes, on two short steel plates, have platoon leader's keyhole (referring to Fig. 6-4);
The connector e55 being connected for the outside, 90 ° of angles of truss and truss and be all a right angle type bending plate for the connector f56 being connected inside truss and truss 90 °, on every one side at right angle, have long keyhole 551,561, the side ratio connector e55 length of side short (referring to Fig. 6-5, Fig. 6-6) of the connector f56 being connected with 90 ° of inner sides of truss for truss;
For truss and the direct-connected connector g57 connecing of truss, by opening two long keyholes on a straight steel plate, form (referring to Fig. 6-7);
Between longitudinal edge sealing truss 14 and horizontal edge sealing truss 14, by connector e55, connector f56 and bolt a, be connected (referring to the A point of Fig. 3, Fig. 4-1);
Longitudinal edge sealing truss 14 with laterally between span centre truss 13, by connector f56 and bolt a, be connected (referring to the B point of Fig. 3, Fig. 4-2);
The direct-connected connector g57 that connected between two longitudiual truss 12 is connected with bolt a91, between two longitudinal edge sealing truss 14 and the crossbeam 11 of T-shaped supporter steel work, by connector f56 and bolt a91, is connected (referring to the C point of Fig. 3, Fig. 4-3);
Article 1, longitudiual truss 12 is connected (referring to the D point of Fig. 3, Fig. 4-4) by connector f56 and bolt a91 simultaneously with between the two horizontal span centre truss 13 that lay respectively at longitudiual truss 12 both sides;
When the vertical supporting column 4 of T-shaped supporter steel work is connected with two longitudiual truss simultaneously, between vertical supporting column 4 and longitudiual truss 12, by connector a51 and bolt B 92, be connected (referring to E point, Fig. 4-5 in Fig. 3);
Between described truss a6 and angle steel rider keel, by connector d54, be connected (referring to F point, Fig. 4-6 in Fig. 3).
Described canopy lid is Double-protection canopy lid, and the upper strata sunshade layer 81 that keeps off the rain adopts color steel watt and completely spreads scaffold floor 82, and lower floor's protection barrier bed 83 spreads wooden a tree, used in making timber for boats nailing template sealing (referring to Fig. 1-Fig. 3).
As the one conversion of the embodiment of the present invention, the group of the T-shaped supporter steel work of described assembly type is counted m can also be increased or reduce, but at least needs 2 groups, and the quantity n of needed truss a determines with requirement of engineering, but at least wants 5;
The span of above-mentioned m, n is: m is greater than 2 integers that are less than 10; N is greater than 5 integer.
Embodiment bis-
The fabrication and installation method of assembled processing shed for building operations described in embodiment mono-, it comprises the following steps:
A, basis instrument and place sclerosis:
According to machining shed location unwrapping wire, according to key dimension, dug foundation ditch, and the good supporting stone bolt 1 of correct embedment, guarantee that stone bolt position is consistent with the hole to be provided of the welding steel of support post lower end; Last according to the needs of processing space size, the concrete that carries out basis and place sclerosis waters to be smash, and corresponding aproll and gutter are set;
B, assemble T-shaped structure:
The T-shaped supporter steel work of assembly type adopts the i iron as vertical supporting column, steel member manufacture, the connections such as the square tube truss of angle steel a of n bar same size, connector, supporting bolt:
1. according to assembly drawing and part drawing, the i iron of vertical supporting column just in factory, the parts such as truss a, connector, supporting bolt are made respectively, and suspension column steel plate 2 is welded on to vertical supporting column 4 bottoms, connector a51 is welded on the belly of vertical supporting column 4 top i iron, and connector b52, connector c53 are welded on the both wings of vertical supporting column 4 top i iron; (referring to Fig. 7)
2. the standard component fortune machining shed place of having welded is started to assembling; Use stone bolt 1 that the suspension column steel plate 2 being welded on vertical supporting column 4 is connected with concrete foundation 3, by connector a51, with bolt B 92, vertical supporting column 4 is connected with longitudiual truss 12, by connector b52, bolt b92 using vertical supporting column 4 be positioned at vertical supporting column 4 both sides, as the girder truss 11 of crossbeam, be connected;
3. by connector c53, bolt c93, diagonal member 10 one end are connected with vertical supporting column 4, the other end and crossbeam are connected to form 1 group of T-shaped supporter steel work, and then by connector e55, connector f56, connector g57, bolt a91, T-shaped supporter steel work, with the longitudiual truss 12 consisting of truss a6, edge sealing truss 14, laterally span centre truss 13 is connected, is formed to structural framing (referring to Fig. 8);
4. after main structural framework completes, start to assemble angle steel rider keel 7, by connector d54, bolt c93, angle steel rider keel 7 is connected to (referring to Fig. 4-62, Fig. 5) with truss a6, forms the structural system (referring to Fig. 9) of whole machining shed;
C, set up canopy lid
After the steel work structural system that completes this machining shed is installed, set up again Double-protection canopy lid thereon, the upper strata sunshade layer 81 that keeps off the rain adopts color steel watt and completely spreads scaffold floor 82, lower floor's protection barrier bed 83 spreads wooden a tree, used in making timber for boats nailing template sealing (referring to Fig. 1-Fig. 3), completes the fabrication and installation of assembled processing shed.
Claims (5)
1. a building operations assembled processing shed, it is characterized in that: this machining shed comprises the T-shaped supporter steel work of m group assembly type, the truss a of n Pin same size and canopy lid, the T-shaped supporter steel work of each group assembly type comprises a vertical supporting column (4), crossbeam (11) and two diagonal members (10) that two truss structures form, two diagonal members (10) connect vertical supporting column (4) and crossbeam forms T-shaped supporter, between the T-shaped supporter steel work of each group assembly type, by connector and bolt, connects by truss a(6) longitudiual truss (12) of formation, the horizontal span centre truss (13) of edge sealing truss (14) and connection longitudiual truss and edge sealing truss forms an overall structural framing, on structural framing, arrange angle steel rider keel and canopy lid, the vertical supporting column (4) of the T-shaped supporter steel work of each group assembly type relies on pre-buried stone bolt to be fixed in concrete foundation,
The span of above-mentioned m, n is: m is greater than 2 integers that are less than 10; N is greater than 5 integer.
2. building operations assembled processing shed according to claim 1, it is characterized in that: the vertical supporting column (4) of described T-shaped supporter is joist steel upright, column bottom welding has suspension column steel plate (2), the belly of column top i iron is welded with the connector a(51 for connecting column and longitudiual truss), the both wings of column top i iron are welded with respectively the connector b(52 for connecting column and transverse truss) and for being connected the connector c(53 of diagonal member and truss, column);
Described connector a(51) be on dull and stereotyped steel plate, to be fixed with two engaging lugs with semi arch, on engaging lug, have long keyhole (511);
Described connector b(52) be the engaging lug that is fixed with two semi arches on dull and stereotyped steel plate, on engaging lug, have screw (521);
Described connector c(53) be the engaging lug of a semicircular arc, on engaging lug, have screw (531);
Between described vertical supporting column (4) and longitudiual truss (12) by connector a(51) and bolt b(92) be connected;
Between described vertical supporting column (4) and crossbeam (11) by connector b(52) and bolt b(92) be connected;
Between described diagonal member (10) and vertical supporting column (4), between diagonal member (10) and crossbeam (11) by connector c(53) and bolt c(93) be connected.
3. building operations assembled processing shed according to claim 1, is characterized in that: as the truss a(6 of main stress member that bears canopy lid load) by upper and lower square tube (61) and angle steel (62) welding, formed; At truss a(6) upper and lower square tube on be connected with respectively angle steel rider keel (7), truss a(6) two ends have screw;
For the connector d(54 of connecting angle rider keel and truss a) be to form by having two platoon leader's keyholes (541) on the straight steel plate of a block length and be welded with two blocks of two short steel plates vertical with straight steel plate between two platoon leader's keyholes, on two short steel plates, have platoon leader's keyhole;
The connector e(55 being connected for the outside, 90 ° of angles of truss and truss) and the connector f(56 for being connected inside truss and truss 90 °) be all a right angle type bending plate, on every one side at right angle, have long keyhole (551,561), connector f(56) side ratio connector e(55) length of side is short;
For truss and the direct-connected connector g(57 connecing of truss) be to form by having two long keyholes (571) on a straight steel plate;
Between longitudinal edge sealing truss (14) and horizontal edge sealing truss (14) by connector e(55), connector f(56) and bolt a (91) be connected;
Longitudinal edge sealing truss (14) with laterally between span centre truss (13) by connector f(56) and bolt a (91) be connected;
The direct-connected connector g(57 that connected between two longitudinal edge sealing truss (14)) be connected with bolt a (91), between two longitudinal edge sealing truss (14) and the crossbeam (11) of T-shaped supporter steel work by connector f(56) and bolt a(91);
Article 1, longitudiual truss (12) simultaneously with lay respectively between two transverse truss (13) on longitudiual truss (12) both sides by connector f(56) and bolt a(91) be connected;
Described truss a(6) and angle steel rider keel (7) between by connector d(54) and bolt c(93) be connected.
4. building operations assembled processing shed according to claim 1, is characterized in that: described canopy lid is Double-protection canopy lid, and upper strata adopts color steel watt also completely to spread scaffold floor, and lower floor spreads wooden a tree, used in making timber for boats nailing template sealing.
5. the fabrication and installation method of building operations use assembled processing shed described in claim 1, is characterized in that: it comprises the following steps:
A, basis instrument and place sclerosis
According to machining shed location unwrapping wire, according to key dimension, dug foundation ditch, and the good supporting stone bolt of correct embedment (1), guarantee that stone bolt position is consistent with the hole to be provided of the suspension column steel plate (2) of vertical supporting column (4) lower end; Last according to the needs of processing space size, the concrete that carries out basis and place sclerosis waters to be smash, and corresponding aproll and gutter are set;
B, assemble T-shaped structure
The T-shaped supporter steel work of assembly type adopts the i iron as vertical supporting column, steel member manufacture, the connections such as the truss a of n Pin same size, connector, supporting bolt:
1. in factory by the i iron of vertical supporting column, truss a, connector, supporting bolt member are made respectively, and suspension column steel plate (2) is welded on to vertical supporting column (4) bottom, connector a(51) be welded on the belly of vertical supporting column top i iron, connector b(52), connector c(53) be welded on the both wings of vertical supporting column top i iron;
2. the standard component having welded is transported to machining shed place and started assembling; Use stone bolt (1) that the suspension column steel plate (2) being welded on vertical supporting column is connected with concrete foundation (3), by connector a(51) with bolt B (92), vertical supporting column (4) is connected with longitudiual truss (12), by connector b(52), bolt b(92) using vertical supporting column (4) be positioned at vertical supporting column (4) both sides, as the truss of crossbeam (11), be connected;
3. by connector c(53), bolt c(93) diagonal member (10) one end is connected with vertical supporting column (4), the other end and crossbeam (11) are connected to form 1 group of T-shaped supporter steel work, and then by connector e(55), connector f(56), connector g(57), bolt a(91) by T-shaped supporter steel work with by truss a(6) longitudiual truss (12), the edge sealing truss (14) that form, laterally span centre truss (13) is connected, formation structural framing;
4. after main structural framework completes, start to assemble angle steel rider keel, by connector d(54), bolt c(93) by angle steel rider keel (7) and truss a(6) be connected, form the structural system of whole machining shed;
C, set up canopy lid
After the steel work structural system that completes this machining shed is installed, then set up Double-protection canopy lid thereon, upper strata adopts color steel watt also completely to spread scaffold floor, and lower floor spreads wooden a tree, used in making timber for boats nailing template sealing, completes the fabrication and installation of assembled processing shed.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310744048.9A CN103741970A (en) | 2013-12-30 | 2013-12-30 | Assembled machining shed for building construction and manufacture and installation method thereof |
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| CN201310744048.9A CN103741970A (en) | 2013-12-30 | 2013-12-30 | Assembled machining shed for building construction and manufacture and installation method thereof |
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| CN103741970A true CN103741970A (en) | 2014-04-23 |
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| CN105401756A (en) * | 2014-08-12 | 2016-03-16 | 五冶集团上海有限公司 | Manufacturing method and application of standard reinforcing steel bar machining field capable of being utilized repeatedly |
| CN105850606A (en) * | 2016-04-28 | 2016-08-17 | 中利腾晖光伏科技有限公司 | Photovoltaic greenhouse |
| CN105875288A (en) * | 2016-04-28 | 2016-08-24 | 中利腾晖光伏科技有限公司 | Photovoltaic and ecological greenhouse convenient for wiring |
| CN107975259A (en) * | 2017-11-27 | 2018-05-01 | 云南工程建设总承包公司 | The detachable reinforcing steel processing shed of regularization |
| CN108166783A (en) * | 2017-12-30 | 2018-06-15 | 中国建筑第五工程局有限公司 | The assembled steel reinforced machining shed and its assembly method that can be had enough to meet the need |
| CN108412231A (en) * | 2018-01-17 | 2018-08-17 | 沈阳建筑大学 | Assembled is bolted reinforcing steel processing shed and its assemble method entirely |
| CN111519949A (en) * | 2020-06-10 | 2020-08-11 | 中铁建工集团有限公司 | Convenient ann tears assembled steel construction reinforcing bar processing protection canopy open |
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| CN108166783A (en) * | 2017-12-30 | 2018-06-15 | 中国建筑第五工程局有限公司 | The assembled steel reinforced machining shed and its assembly method that can be had enough to meet the need |
| CN108412231A (en) * | 2018-01-17 | 2018-08-17 | 沈阳建筑大学 | Assembled is bolted reinforcing steel processing shed and its assemble method entirely |
| CN111519949A (en) * | 2020-06-10 | 2020-08-11 | 中铁建工集团有限公司 | Convenient ann tears assembled steel construction reinforcing bar processing protection canopy open |
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Application publication date: 20140423 |