CN104389349B - The novel house can quickly remove, assembled and assemble method - Google Patents
The novel house can quickly remove, assembled and assemble method Download PDFInfo
- Publication number
- CN104389349B CN104389349B CN201410717429.2A CN201410717429A CN104389349B CN 104389349 B CN104389349 B CN 104389349B CN 201410717429 A CN201410717429 A CN 201410717429A CN 104389349 B CN104389349 B CN 104389349B
- Authority
- CN
- China
- Prior art keywords
- angle steel
- steel
- tie beam
- wall
- collar tie
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
nullThe invention discloses one can quickly remove、The novel house assembled and assemble method,Including body of wall,Body of wall bottom and ground collar tie beam Bolted angle connection,Top and top collar tie beam Bolted angle connection,Top collar tie beam angle steel one upper lateral part is connected with flat roof deck,Flat roof deck is provided with waterproof layer,Top collar tie beam angle steel one upper lateral part is connected with roof truss,Roof truss is arranged above with Sloping roof,Sloping roof surface covers waterproof layer,Body of wall、Flat roof deck、Sloping roof is threaded connection by multiple wall body module unit and forms,Ground collar tie beam angle steel、Top collar tie beam angle steel uses steel angle structure,Wall body module unit and ground collar tie beam angle steel、It is threaded connection between the collar tie beam angle steel of top,Wall body module unit is spliced to form door opening on body of wall、Window opening,Door opening、The top of window opening、The wall body module unit of bottom respectively with door opening、Wall body module unit outside window opening is fixed angle steel threaded engagement by corner and is connected.Assembly and disassembly of the present invention is convenient, and construction is rapid, reusable edible.
Description
Technical field
The present invention relates to house manufacture technology field, the house particularly relate to a kind of can quickly to remove, assembling and assembling side
Method.
Background technology
Prior art needs to build, use easy house, some employings detachably to use room structure in many occasions, its
Structure major part is iron sheet board house, has the drawback that insulation, heat insulation, soundproof effect is poor.Prior art also there is employing live alone
Type lightly constructed and simply equipped building structure, this structure is mostly brick house or the cement brick house that Rhizoma Begoniae Willsonii is built by laying bricks or stones, and the defect that this structure exists is not only to protect
Warm, heat insulation, soundproof effect is poor, and expends a large amount of Rhizoma Begoniae Willsonii, cement brick, more serious to land resource type, the most non-dismountable
Or can not be again with.
Summary of the invention
The purpose of the present invention is exactly for solving the problems referred to above that prior art exists, it is provided that one can quickly remove, assemble
House;The body of wall of the present invention, flat roof deck, Sloping roof all use the modular structure of wall body module, it is simple to workman's skilled operation, tear open
Dress is convenient, and technique is simple, is very easy to construction, accelerates construction speed, uses screw to connect simultaneously, reusable edible,
Considerably reduce the wasting of resources, be particularly well-suited to office dismountable, that assemble, live alone temporary house or permanent house.
The assemble method in the house that the present invention also provides for a kind of can quickly removing, assemble.
The present invention solves the technical scheme of technical problem:
A kind of house can quickly removed, assemble, including body of wall, described body of wall bottom and ground collar tie beam Bolted angle connection, top
With top collar tie beam Bolted angle connection, ground collar tie beam angle steel is positioned on smooth hard ground, and top collar tie beam angle steel one upper lateral part is with flat
Roofing connects, and flat roof deck is provided with waterproof layer, and top collar tie beam angle steel one upper lateral part is connected with roof truss, and roof truss is arranged above with oblique room
Face, Sloping roof surface covers waterproof layer, and described body of wall, flat roof deck, Sloping roof are passed through threaded engagement by multiple wall body module unit
Connecting composition, described ground collar tie beam angle steel, top collar tie beam angle steel use steel angle structure, described wall body module unit and collar tie beam angle, ground
Being connected by threaded engagement between steel, top collar tie beam angle steel, described wall body module unit is spliced to form door opening, window on body of wall
Hole, described door opening, the top of window opening, lower wall body modular unit respectively with door opening, the left side of window opening, the wall body module list on right side
Angle steel is fixed by corner by unit and threaded engagement connects, and installs antitheft door in corresponding door opening, installs Double-layer Plastic in window opening
Steel sash.
Described wall body module unit includes C-type steel framework, bottom steel wire, extruded sheet, upper strata steel wire, surface mortar
Layer, C-type steel framework is connected by threaded engagement between collar tie beam, top collar tie beam with ground, and described C-type steel framework is depended on by four C-type steel
The welding of secondary head and the tail forms rectangular frame, and the notch of C-type steel inwardly, be located in the inner chamber of rectangular frame by extruded sheet, bottom steel wire
Being welded with the C-type steel of extruded sheet side by welding, every steel wire is connected with the spot welding of C-type steel contact position, and upper strata steel wire passes through
Welding is connected with the C-type steel of extruded sheet opposite side, smears surface on the both sides of extruded sheet and bottom steel wire, upper strata steel wire
Screed.
Described roof truss includes that roof truss winds up angle steel, roof truss lower edge angle steel, and wind up angle steel, roof truss lower edge angle splice joint of roof truss becomes
One isosceles triangle roof truss, roof truss C-type steel purlin and roof truss wind up Bolted angle connection, winds up with roof truss at the roof truss angle steel that winds up respectively
Angle steel, arranges connector between roof truss lower edge angle steel and roof truss lower edge angle steel, and connector is evenly arranged at a certain distance, at roof truss
Wind up and between angle steel and roof truss lower edge angle steel, be provided with between string support.
Being provided with additional tie members between described roof truss and top collar tie beam angle steel, wherein roof truss welds with additional tie members, attached
Add connector to be connected by self-tapping screw with top collar tie beam angle steel;Roof truss wind up be provided with between angle steel and roof truss C-type steel purlin attached
Adding connecting plate, the most additional connecting plate angle steel that winds up with roof truss welds, and roof truss C-type steel purlin uses self tapping spiral shell with additional connecting plate
Silk connects.
Between two top collar tie beam angle steel of described perpendicular abutment, inner side is provided with corner and fixes angle steel, and angle steel is fixed in corner
Biside plate is connected by self-tapping screw with two top collar tie beam angle steel respectively;The inner side of ground collar tie beam angle steel is provided with corner fixed angles
Steel, ground collar tie beam angle steel fixed angle steel and is connected by self-tapping screw fixing with corner, body of wall with the facade of collar tie beam angle steel be adjacent to.
The side, front, rear, left and right of described Sloping roof stretches out metope 200mm respectively, and the periphery of flat roof deck stretches out metope 200mm,
It is closely knit that body of wall and the gap everywhere of body of wall, roof boarding etc. use gap filler to fill.
Described house includes that body of wall, roof truss, body of wall side are provided with antitheft door, Double-layer Plastic steel sash, and body of wall top is provided with flat room
Face, roof truss is provided with Sloping roof, comprises the following steps:
1) ground is tamped hard smooth, ground collar tie beam angle steel is mutually butted and is positioned on ground, in placement corner, inner side
Fixing angle steel, fixes Bolted angle connection by ground collar tie beam angle steel with corner with self-tapping screw and fixes;
2) body of wall is positioned on ground collar tie beam angle steel, makes body of wall be adjacent to the facade of ground collar tie beam angle steel;
3) described body of wall is consisted of self-tapping screw connection wall body module unit;
4) wall body module unit is mutually spliced to form door opening, window opening, uses self-tapping screw to connect between wall body module unit;
Add corner in corner and fix angle steel, with self-tapping screw, it is fixed with wall body module unit;
5) at placement top, the top collar tie beam angle steel of body of wall, place corner therein and fix angle steel, will with self-tapping screw
Angle steel and top collar tie beam angle steel fixation are fixed in corner;
6) body of wall unit module and ground between collar tie beam angle steel, top collar tie beam angle steel, connected by self-tapping screw, self tapping spiral shell
Silk is evenly arranged at a certain distance;
7) on the collar tie beam angle steel of top, roof truss is placed;
8) roof truss is welded to connect with additional tie members;
9) by additional tie members and top collar tie beam angle steel, self-tapping screw is used to connect;
10) angle steel that additional connecting plate and roof truss winded up is welded to connect;
11) by roof truss C-type steel purlin and additional connecting plate, self-tapping screw is used to connect;
12) Sloping roof is sequentially connected with by self-tapping screw by wall body module unit and forms, and Sloping roof is hoisted to roof truss c-type
On steel purlin bar, and use self-tapping screw both to be firmly combined with, between using self-tapping screw to press necessarily Sloping roof and roof truss simultaneously
Away from stickfast;
13) metope 200mm is stretched out in the side, front, rear, left and right of Sloping roof, and Sloping roof surface covers keeps off the rain watt;
14) flat roof deck is consisted of self-tapping screw connection wall body module unit, is hoisted on body of wall by flat roof deck, and adopts
With self-tapping screw, both are firmly combined with;
15) periphery of flat roof deck is stretched out metope 200mm, play rain cover effect, the flat roof deck surface mount waterproof volume of bilayer SBS
Material;
16) gap filler is used to fill in body of wall and the gap everywhere of body of wall, roof boarding etc. closely knit;
17) antitheft door is installed in corresponding door opening, Double-layer Plastic steel sash is installed in window opening;
Described step 3) wall body module unit include C-type steel framework, bottom steel wire, extruded sheet, upper strata steel wire,
Surface mortar layer, its sequence of construction is:
1) C-type steel is mutually butted, and by notch inwardly, junction is welded to connect;
2) bottom steel wire is covered on the side of the C-type steel welded, by every steel wire with the spot welding of C-type steel contact position even
Connect;
3) extruded sheet is filled in cavity above;
4) upper surface at extruded sheet covers upper strata steel wire, by every steel wire of upper strata steel wire and C-type steel contact point
Spot welding connects;
5) surface mortar layer is smeared up and down at wall body module unit.
The roof truss of described step 7) is winded up angle steel by roof truss, roof truss lower edge angle steel, connector, supports composition between string, and it is executed
Work order is: the angle steel that winded up by four roof trusses, two roof truss lower edge angle steel, is spliced into an isosceles triangle roof truss, and roof truss winds up
Angle steel and roof truss lower edge angle steel are put by an orientation;Winding up and winding up, between lower edge and lower boom, be respectively provided with connector, even
Fitting is evenly arranged at a certain distance;Arrange between chord member and support between string, support between string and be evenly arranged at a certain distance.
Beneficial effects of the present invention:
1. the body of wall of the present invention, flat roof deck, Sloping roof use wall body module cellular structure, and surrounding is C-type steel, C-type steel
D structure, it is ensured that itself and surrounding structure, can be connected by effective nail joint.Body of wall, flat roof deck, Sloping roof all use simultaneously
The modular structure of wall body module, it is simple to workman's skilled operation, accelerating construction progress, mostly use screw thread between each connection member
Connected mode, technique is simple, is very easy to construction, accelerates construction speed, use threaded simultaneously, be also highly advantageous to
Convenient disassembly.
2. the body of wall of the present invention uses self-tapping screw to be connected with ground between collar tie beam angle steel, top collar tie beam angle steel, top collar tie beam
Use self-tapping screw to be connected between angle steel with roof truss, use self-tapping screw to be connected between roof truss with roof truss C-type steel purlin, roof truss C
Section steel purlin and Sloping roof, use self-tapping screw to be connected between Sloping roof with roof truss, during housing construction, body of wall is according to concrete position
After having divided exterior contour, it is possible to assembled successively according to the sequence of steps of the present invention, construction speed can be greatly speeded up.
3. the advantage of the modular structure of the wall body module of the present invention is, middle certain thickness extruded sheet, can be effective
Play function of heat insulation, the steel wire that two sides are put, can effectively undertake level and vertical load, play " human skeleton "
Effect, two sides are smeared screed, can effectively be transmitted the power of steel wire, reinforcing bar plays resistance rust protection, plays internal extruded sheet
Flameproof protection, the structure of body of wall is easy to pick the chisel hole such as hole to be provided, electric wire box, easy construction.
4. present invention ground collar tie beam angle steel is internal uses corner to fix Bolted angle connection, and top collar tie beam angle steel is internal uses corner solid
Determine Bolted angle connection, it is ensured that integrally-built rigidity, horizontal and vertical stability;Roof truss is not directly to weld with top collar tie beam angle steel
Connecing in succession, but be welded to connect with additional tie members, additional tie members uses self-tapping screw to be connected with top collar tie beam angle steel, thus
When avoiding dismounting, damage roof truss and top collar tie beam angle steel, roof truss is not directly to be welded to connect with roof truss C-type steel purlin, but
Being welded to connect with additional connecting plate, additional connecting plate is connected by self-tapping screw with roof truss C-type steel purlin, thus avoids dismounting
Time, damage roof truss and purlin.
The structure of Sloping roof the most of the present invention can increase indoor pure space, beneficially roof drainage, the structure of flat roof deck, it is simple in room
Place solar facilities on face, satellite TV signal receives device etc., is suitable for modernization family and field usage.
6. the structure of the present invention is when removing, and by removing self-tapping screw, can be divided into relatively independent by major part component
Component, when again assembling, rapidly, during dismounting, only self-tapping screw and part ironware belongs to easily-consumed products, and other are capable of circulation in construction
Utilize, considerably reduce the wasting of resources.
7, by using the additional connecting plate of present configuration, the upper surface flush of roof truss C-type steel purlin and roof truss is made, from
And ensure flushing of room panel structure, it is simple to install.
Accompanying drawing explanation
Fig. 1 is the structural representation inventing detachable house;
Fig. 2 is ground collar tie beam attachment structure schematic diagram;
Fig. 3 is the unit module structural representation of body of wall;
Fig. 4 is body of wall and window opening crossing structural representation;
Fig. 5 is body of wall and door opening crossing structural representation;
Fig. 6 is top collar tie beam fixed structure schematic diagram each other;
Fig. 7 is that roof truss forms structural representation;
Fig. 8 is the modes of emplacement structural representation of the upper and lower chord member of roof truss;
Fig. 9 is roof truss and wall connecting node structure schematic diagram;
Figure 10 is roof truss purline and roof truss attachment structure schematic diagram;
Figure 11 is the a-a sectional structure schematic diagram of Figure 10;
Figure 12 is ground collar tie beam, attachment structure schematic diagram between top beam and wall element module;
Figure 13 is the a-a sectional structure schematic diagram of Figure 12.
Detailed description of the invention
In order to be more fully understood that the present invention, explain in detail embodiments of the present invention below in conjunction with the accompanying drawings.
As shown in figure 1 to figure 13, a kind of house can quickly removed, assemble, including body of wall 1, described body of wall 1 bottom and ground
Collar tie beam angle steel 6 connects, and top is connected with top collar tie beam, and ground collar tie beam angle steel 6 is positioned on smooth hard ground, top collar tie beam one
Upper lateral part is connected with flat roof deck 4, and flat roof deck 4 is provided with the double-deck SBS waterproof roll of stickup, top, collar tie beam side, top and roof truss 15
Connecting, roof truss is arranged above with Sloping roof 5, and Sloping roof 5 surface covers keeps off the rain watt, and described body of wall 1, flat roof deck 4, Sloping roof 5 are by many
Individual wall body module unit 23 connects composition by self-tapping screw, and described ground collar tie beam angle steel 6, top collar tie beam angle steel 9 use angle steel to tie
Structure, described wall body module unit is connected by self-tapping screw between collar tie beam angle steel 6, top collar tie beam angle steel 9 with ground, and self-tapping screw is pressed
One determining deviation is evenly arranged, and described wall body module unit is spliced to form door opening 25, window opening 24 on body of wall.
The top of described door opening, lower wall body modular unit lead to the left side of door opening, the wall body module unit on right side respectively
Cross corner to fix angle steel 7 and self-tapping screw 8 threaded engagement and connect, the top of described window opening, lower wall body modular unit respectively with
The left side of window opening, the wall body module unit on right side fix angle steel 7 and the connection of self-tapping screw 8 threaded engagement by corner, to keep
Door, the rigidity in the vertical corner of window and stability, be shown in Fig. 4, installs antitheft door 2, install in window opening 24 in corresponding door opening 25
Double-layer Plastic steel sash 3.
Described wall body module unit includes C-type steel framework 10, bottom steel wire 11, extruded sheet 12, upper strata steel wire 13, table
Facing sand pulp layer 14, C-type steel framework 10 is connected by self-tapping screw between collar tie beam angle steel 6, top collar tie beam angle steel 9 with ground, self tapping spiral shell
Silk is evenly arranged at a certain distance, sees Figure 12, Figure 13;Described C-type steel framework 10 is formed square by four C-type steel successively head and the tail welding
Shape framework, the notch of C-type steel inwardly, be located in the inner chamber of rectangular frame by extruded sheet 12, and bottom steel wire 11 is by welding and squeezes
The C-type steel moulding plate 12 side connects, and every steel wire is connected with the spot welding of C-type steel contact position, and upper strata steel wire 13 is by welding and squeezes
The C-type steel moulding plate 12 opposite side connects, and smears surface on the both sides of extruded sheet 12 and bottom steel wire 11, upper strata steel wire 13
Screed 14.
Described roof truss 15 includes that roof truss winds up angle steel 16, roof truss lower edge angle steel 17, the angle steel as it is shown in fig. 7,4 roof trusses wind up
16,2 roof truss lower edge angle steel 17 are spliced into an isosceles triangle roof truss, roof truss wind up angle steel 16, roof truss lower edge angle steel 17 according to
Recess mode inwards is put, and sees Fig. 8;Stable for ensureing the integral level of roof truss chord member, wind up angle steel 16 and room at roof truss
Frame winds up and arranges connector 18 between angle steel 16, arranges connector between roof truss lower edge angle steel 17 and roof truss lower edge angle steel 17
18, connector 18 is evenly arranged at a certain distance;For ensureing the vertical monolithic stability of roof truss chord member, roof truss wind up angle steel 16 with
It is provided with between string support 19 between roof truss lower edge angle steel 17, supports 19 between string and be evenly arranged by preset space length, see Fig. 7.Sloping roof 5 hangs
Being transported on roof truss C-type steel purlin 21, connected by self-tapping screw and both be firmly combined with, Sloping roof 5 uses with roof truss 15 simultaneously
Self-tapping screw 8 stickfast at a certain distance.
Additional tie members 20, wherein roof truss 15 and additional tie members 20 it is provided with between roof truss 15 and top collar tie beam angle steel 9
Welding, additional tie members 20 is connected, as shown in Figure 9 by self-tapping screw 8 with top collar tie beam angle steel 9;Roof truss wind up angle steel 16 with
Being provided with additional connecting plate 22 between roof truss C-type steel purlin 21, the most additional connecting plate 22 angle steel 16 that winds up with roof truss welds, roof truss
C-type steel purlin 21 uses self-tapping screw 8 to be connected with additional connecting plate 22, sees Figure 10;
For preventing mutually rotating between the collar tie beam of top, falling, between two top collar tie beam angle steel 9 of perpendicular abutment in
Side is provided with corner and fixes angle steel 7, and corner is fixed the biside plate of angle steel 7 and passed through self-tapping screw 8 with two top collar tie beam angle steel respectively
Connect, see Fig. 6;The inner side of ground collar tie beam angle steel 6 is provided with corner and fixes angle steel 7, and ground collar tie beam angle steel 6 and corner are fixed angle steel 7 and passed through
Self-tapping screw 8 connects fixing, sees Fig. 2;Body of wall 1 is adjacent to the facade of ground collar tie beam angle steel 6, sees Figure 13.
For preventing rainwater from pouring into indoor at the bonding crack of Sloping roof 5 and body of wall 1, the side, front, rear, left and right of Sloping roof 5 is divided
Not stretching out metope 200mm, play rain cover effect, Sloping roof 5 surface covers keeps off the rain watt;For preventing rainwater from flat roof deck 4 and body of wall 1
Pouring into indoor at bonding crack, the periphery of flat roof deck 4 is stretched out metope 200mm, play rain cover effect, flat roof deck 4 surface mount is double-deck
SBS waterproof roll;It is closely knit that body of wall and the gap everywhere of body of wall, roof boarding etc. use gap filler to fill.
The assemble method in the house a kind of can quickly remove, assembled, described house includes body of wall 1, roof truss 15, body of wall 1 side
Face is provided with antitheft door 2, Double-layer Plastic steel sash 3, and body of wall top is provided with flat roof deck 4, and roof truss is provided with Sloping roof 5, comprises the following steps:
Described house includes body of wall 1, antitheft door 2, Double-layer Plastic steel sash 3, flat roof deck 4, Sloping roof 5, roof truss 15, sees Fig. 1, bag
Include following steps:
1) ground is tamped hard smooth, ground collar tie beam angle steel 6 is mutually butted and is positioned on ground, in placement corner, inner side
Fixing angle steel 7, fixes angle steel 7 by ground collar tie beam angle steel 6 with corner with self-tapping screw 8 and is connected fixing, see Fig. 2;
2) body of wall 1 is positioned on ground collar tie beam angle steel 6, makes body of wall 1 be adjacent to the facade of ground collar tie beam angle steel 6, see Figure 13;
3) described body of wall 1 is consisted of self-tapping screw 8 connection wall body module unit 23;
4) wall body module unit is mutually spliced to form door opening 25, window opening 24, uses self-tapping screw between wall body module unit
8 connect, and see Fig. 4, Fig. 5;For keeping the rigidity in corner and stability, add corner in corner and fix angle steel 7, and with self-tapping screw 8
Corner is fixed angle steel 7 fix with wall body module unit 23, see Fig. 4;
5) at placement top, the top collar tie beam angle steel 9 of body of wall 1, for preventing mutually rotating between the collar tie beam of top, falling,
Place corner therein and fix angle steel 7, and with self-tapping screw 8, corner fixed angle steel 7 and top collar tie beam angle steel 9 fix tightly
Gu, see Fig. 6;
6) unit module of body of wall 1 and ground are between collar tie beam angle steel 6, and top collar tie beam angle steel 9, are connected by self-tapping screw,
Self-tapping screw is evenly arranged at a certain distance, sees Figure 12;
7) on top collar tie beam 9, roof truss 15 is placed;
8) roof truss 15 is welded to connect with additional tie members 20, sees Fig. 9;
9) by additional tie members 20 and top collar tie beam angle steel 9, self-tapping screw 8 is used to connect;
10) angle steel 16 that additional connecting plate 22 and roof truss winded up is welded to connect, and sees Figure 10;
11) by roof truss C-type steel purlin 21 and additional connecting plate 22, use self-tapping screw 8 to connect, see Figure 10;
12) Sloping roof 5 is sequentially connected with by wall body module unit is formed by self-tapping screw 8, and Sloping roof 5 is hoisted to roof truss
On C-type steel purlin 21, and use self-tapping screw 8 both to be firmly combined with, Sloping roof 5 and roof truss 15 are used self-tapping screw simultaneously
8 stickfast at a certain distance;
13) for preventing rainwater from pouring into indoor, the front, rear, left and right of Sloping roof 5 at the bonding crack of Sloping roof 5 and body of wall 1
Metope 200mm is stretched out in side, plays rain cover effect, and Sloping roof 5 surface covers keeps off the rain watt;
14) flat roof deck 4 is consisted of self-tapping screw 8 connection wall body module unit, is hoisted on body of wall by flat roof deck 4,
And use self-tapping screw 8 both to be firmly combined with;
15) for preventing rainwater from pouring into indoor at the bonding crack of flat roof deck 4 and body of wall 1, the periphery of flat roof deck 4 is stretched out wall
Face 200mm, plays rain cover effect, flat roof deck 4 surface mount bilayer SBS waterproof roll;
16) gap filler is used to fill in body of wall and the gap everywhere of body of wall, roof boarding etc. closely knit;
17) antitheft door is installed in corresponding door opening, Double-layer Plastic steel sash is installed in window opening;
Described step 3 wall body module unit 23 include C-type steel framework 10, bottom steel wire 11, extruded sheet 12, upper strata
Steel wire 13, surface mortar layer 14, its sequence of construction is:
1. C-type steel is mutually butted, and by notch inwardly, junction is welded to connect;
2. bottom steel wire 11 is covered on the side of the C-type steel framework 10 welded, by every steel wire and C-type steel contact position
Spot welding connects;
3. extruded sheet 12 is filled in cavity above;
4. the upper surface at extruded sheet 12 covers upper strata steel wire 13, by every steel wire of upper strata steel wire 13 and 10C type
Steel frame contact point spot welding connects;
5. surface mortar layer 14 is smeared up and down at wall body module.
The roof truss 15 of described step 7 is winded up angle steel 16 by roof truss, roof truss lower edge angle steel 17, connector 18, supports 19 between string
Composition, is shown in Fig. 7, and its sequence of construction is:
1. wind up 16,2 roof truss lower edge angle steel 17 of angle steel by 4 roof trusses, is spliced into an isosceles triangle roof truss, the upper angle of chord
The recess of steel 16 and roof truss lower edge angle steel 17 mode inwards is put, and sees Fig. 8;
2. stable for ensureing the integral level of roof truss chord member, connector 18 is set between chord member, between connector 18 is pressed necessarily
Away from being evenly arranged;
3. for ensureing the vertical monolithic stability of roof truss chord member, arrange between chord member and between string, support 19, support 19 between string by one
Determining deviation is evenly arranged.
The operation principle of the present invention
1, self-tapping screw is used to connect
Body of wall 1 in this technology uses self-tapping screw to be connected with ground between collar tie beam angle steel 6, top collar tie beam angle steel 9;Top circle
Self-tapping screw 8 is used to be connected between beam angle steel 9 with roof truss 15;Self-tapping screw 8 is used between roof truss 15 and roof truss C-type steel purlin 21
Connect;Roof truss C-type steel purlin 21 uses self-tapping screw to be connected with Sloping roof 5;Component uses self-tapping screw to connect mostly, technique letter
Single, it is very easy to construction, accelerates construction speed.Using screw to connect, be also highly advantageous to convenient disassembly simultaneously.
2, using corner to fix angle steel 7 inside collar tie beam angle steel 6 to connect, top collar tie beam angle steel 9 is internal uses corner to fix
Angle steel 7 connects, thus ensure that integrally-built rigidity and level, vertical stability.
3, roof truss 15 is not directly to be welded to connect with top collar tie beam angle steel 9, but is welded to connect with additional tie members 20, attached
Adding connector 20 uses self-tapping screw to be connected with top collar tie beam angle steel 9, thus when avoiding dismounting, damage roof truss and top circle
Beam.
4, roof truss is not directly to be welded to connect with roof truss C-type steel purlin 21, but is welded to connect with additional connecting plate 22, attached
Add connecting plate 22 to be connected by self-tapping screw 8 with roof truss C-type steel purlin 21, thus when avoiding dismounting, damage roof truss and purlin.
5, during housing construction, after body of wall has divided exterior contour according to concrete position, the order according still further to illustration 3 is spelled successively
Fill, construction speed can be greatly speeded up.
6, the advantage of the modular structure of wall body module is first: the certain thickness extruded sheet of middle placement 12, can be effective
Play function of heat insulation.Second: two sides put bottom steel wire 11 respectively, extruded sheet 12, upper strata steel wire 13 can be effective
Undertake level and vertical load, play the effect of " human skeleton ".3rd: screed is smeared in two sides, can effectively transmit steel wire
Power, reinforcing bar is played resistance rust protection, internal extruded sheet is played flameproof protection.4th: this structure of body of wall, can be easy to pick
The chisel hole such as hole to be provided, electric wire box, easy construction.
7, body of wall, flat roof deck, Sloping roof all use and are constructed by wall body module unit 23 formula of similar body of wall, it is simple to workman is ripe
Drill work, accelerating construction progress.
8, the structure of Sloping roof can increase indoor pure space, beneficially roof drainage.The structure of flat roof deck, it is simple to put on roofing
Put solar facilities, satellite TV signal receives device etc., is suitable for modernization family or field usage.
When 9, removing, by removing self-tapping screw, major part component can be divided into relatively independent component, again assemble
Time, construction is rapidly.
When 10, removing, only self-tapping screw and part ironware belongs to easily-consumed products, other reusable edibles.Greatly reduce
The wasting of resources.
11, this house self-tapping screw 8 connect two components be all ironware, when self-tapping screw connect two components not
When being all ironware, its anchoring effect can be substantially reduced.
13, the surrounding of wall body module unit is C-type steel framework 10, C-type steel and the D structure of C-type steel framework 10, it is ensured that
It contacts with surrounding structure solid, can be connected by effective nail joint, it is ensured that anchoring effect.
Although the detailed description of the invention of invention is described by the above-mentioned accompanying drawing that combines, but not to scope
Restriction, on the basis of technical scheme, those skilled in the art need not pay creative work and can make
Various amendments or deformation still within protection scope of the present invention.
Claims (8)
1. the house can quickly remove, assembled, including body of wall, is characterized in that, described body of wall bottom is with ground collar tie beam angle steel even
Connecing, top and top collar tie beam Bolted angle connection, ground collar tie beam angle steel is positioned on smooth hard ground, on collar tie beam angle steel side, top
Portion is connected with flat roof deck, and flat roof deck is provided with waterproof layer, and top collar tie beam angle steel one upper lateral part is connected with roof truss, and roof truss is arranged above with
Sloping roof, Sloping roof surface covers waterproof layer, and described body of wall, flat roof deck, Sloping roof are passed through screw thread by multiple wall body module unit
Be connected composition, and described ground collar tie beam angle steel, top collar tie beam angle steel use steel angle structure, described wall body module unit and ground collar tie beam
Being connected by threaded engagement between angle steel, top collar tie beam angle steel, described wall body module unit is spliced to form door opening, window on body of wall
Hole, described door opening, the top of window opening, lower wall body wall body module unit respectively with door opening, window opening outside wall body module list
Angle steel is fixed by corner by unit and threaded engagement connects, and installs antitheft door in corresponding door opening, installs Double-layer Plastic in window opening
Steel sash;It is characterized in that, described wall body module unit includes C-type steel framework, bottom steel wire, extruded sheet, upper strata steel wire, surface
Screed, C-type steel is connected by threaded engagement between collar tie beam, top collar tie beam with ground, and described C-type steel framework is depended on by four C-type steel
The welding of secondary head and the tail forms rectangular frame, and the notch of C-type steel inwardly, be located in the inner chamber of rectangular frame by extruded sheet, bottom steel wire
Being welded with the C-type steel of extruded sheet side by welding, every steel wire is connected with the spot welding of C-type steel contact position, and upper strata steel wire passes through
Welding is connected with the C-type steel of extruded sheet opposite side, smears surface on the both sides of extruded sheet and bottom steel wire, upper strata steel wire
Screed.
The house can quickly remove the most as claimed in claim 1, assembled, is characterized in that, described roof truss includes the angle of chord on roof truss
Steel, roof truss lower edge angle steel, wind up angle steel, roof truss lower edge angle splice joint of roof truss becomes an isosceles triangle roof truss, C-type steel purlin and room
Frame winds up Bolted angle connection, winds up angle steel and roof truss winds up between angle steel at roof truss, roof truss lower edge angle steel and roof truss lower edge angle steel it
Between be respectively provided with connector, connector is evenly arranged at a certain distance, and winding up at roof truss sets between angle steel and roof truss lower edge angle steel
Have between string and support.
The house can quickly remove the most as claimed in claim 1, assembled, is characterized in that, roof truss and top collar tie beam angle steel it
Between be provided with additional tie members, wherein roof truss welds with additional tie members, and additional tie members and top collar tie beam angle steel are by self tapping spiral shell
Silk connects;Roof truss winds up and is provided with additional connecting plate between angle steel and roof truss C-type steel purlin, and the most additional connecting plate winds up with roof truss
Angle steel welds, and additional connecting plate uses self-tapping screw to be connected with roof truss C-type steel purlin.
The house can quickly remove the most as claimed in claim 1, assembled, is characterized in that, in two top circle of perpendicular abutment
Between beam angle steel, inner side is provided with corner and fixes angle steel, and corner is fixed the biside plate of angle steel and passed through with two top collar tie beam angle steel respectively
Self-tapping screw connects;The inner side of ground collar tie beam angle steel is provided with corner and fixes angle steel, and angle steel is fixed by certainly in ground collar tie beam angle steel and corner
Tapping connects fixing, and body of wall is adjacent to the facade of ground collar tie beam angle steel.
The house can quickly remove the most as claimed in claim 1, assembled, is characterized in that, the side, front, rear, left and right of Sloping roof is divided
Not stretching out metope 200mm, the periphery of flat roof deck stretches out metope 200mm, and body of wall uses joint filling with the gap everywhere of body of wall, roof boarding
Agent is filled closely knit.
6. the assemble method in the house can quickly remove, assembled, described house includes that body of wall, roof truss, body of wall side are provided with
Antitheft door, Double-layer Plastic steel sash, body of wall top is provided with flat roof deck, and roof truss is provided with Sloping roof, comprises the following steps:
1) ground is tamped hard smooth, ground collar tie beam angle steel is mutually butted and is positioned on ground, fix in placement corner, inner side
Angle steel, fixes Bolted angle connection by ground collar tie beam angle steel with corner with self-tapping screw and fixes;
2) body of wall is positioned on ground collar tie beam angle steel, makes body of wall be adjacent to the facade of ground collar tie beam angle steel;
3) described body of wall is consisted of self-tapping screw connection wall body module unit;
4) wall body module unit is mutually spliced to form door opening, window opening, uses self-tapping screw to connect between wall body module unit;At angle
Portion adds corner and fixes angle steel, it is fixed with wall body module unit with self-tapping screw;
5) at placement top, the top collar tie beam angle steel of body of wall, place corner therein and fix angle steel, with self-tapping screw by corner
Fixing angle steel and top collar tie beam angle steel fixation;
6) body of wall unit module and ground between collar tie beam angle steel, top collar tie beam angle steel, connected by self-tapping screw, self-tapping screw is pressed
One determining deviation is evenly arranged;
7) on the collar tie beam of top, roof truss is placed;
8) roof truss is welded to connect with additional tie members;
9) by additional tie members and top collar tie beam angle steel, self-tapping screw is used to connect;
10) angle steel that additional connecting plate and roof truss winded up is welded to connect;
11) by roof truss C-type steel purlin and additional connecting plate, self-tapping screw is used to connect;
12) Sloping roof is sequentially connected with by self-tapping screw by wall body module unit and forms, and Sloping roof is hoisted to roof truss C-type steel purlin
On bar, and use self-tapping screw both to be firmly combined with, use self-tapping screw to follow closely at a certain distance on Sloping roof and roof truss simultaneously
Jail;
13) metope 200mm is stretched out in the side, front, rear, left and right of Sloping roof, and Sloping roof surface covers keeps off the rain watt;
14) flat roof deck is consisted of self-tapping screw connection wall body module unit, is hoisted on body of wall by flat roof deck, and uses certainly
Both are firmly combined with by tapping;
15) periphery of flat roof deck is stretched out metope 200mm, play rain cover effect, flat roof deck surface mount bilayer SBS waterproof roll;
16) gap filler is used to fill in body of wall and the gap everywhere of body of wall, roof boarding closely knit;
17) antitheft door is installed in corresponding door opening, Double-layer Plastic steel sash is installed in window opening.
The assemble method in the house can quickly remove the most as claimed in claim 6, assembled, is characterized in that, described step 3)
Wall body module unit includes C-type steel framework, bottom steel wire, extruded sheet, upper strata steel wire, surface mortar layer, its sequence of construction
For:
1) C-type steel is mutually butted, and by notch inwardly, junction is welded to connect;
2) bottom steel wire is covered on the side of the C-type steel framework welded, by every steel wire with the spot welding of C-type steel contact position even
Connect;
3) extruded sheet is filled in cavity above;
4) upper surface at extruded sheet covers upper strata steel wire, by every steel wire of upper strata steel wire and C-type steel contact point spot welding
Connect;
5) surface mortar layer is smeared up and down at wall body module unit.
The assemble method in the house can quickly remove the most as claimed in claim 6, assembled, is characterized in that, described step 7)
Roof truss is winded up angle steel by roof truss, roof truss lower edge angle steel, connector, supports composition between string, and its sequence of construction is: by four roof trusses
Angle of chord steel, two roof truss lower edge angle steel, be spliced into an isosceles triangle roof truss, wind up angle steel and roof truss lower edge angle steel by necessarily
Orientation is put;Arranging connector between chord member, connector is evenly arranged at a certain distance;Arrange between chord member and support between string, string
Between support and be evenly arranged at a certain distance.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410717429.2A CN104389349B (en) | 2014-11-29 | 2014-11-29 | The novel house can quickly remove, assembled and assemble method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410717429.2A CN104389349B (en) | 2014-11-29 | 2014-11-29 | The novel house can quickly remove, assembled and assemble method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN104389349A CN104389349A (en) | 2015-03-04 |
CN104389349B true CN104389349B (en) | 2017-01-04 |
Family
ID=52607302
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201410717429.2A Active CN104389349B (en) | 2014-11-29 | 2014-11-29 | The novel house can quickly remove, assembled and assemble method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104389349B (en) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105649207B (en) * | 2015-03-16 | 2018-10-30 | 中国建筑第四工程局有限公司 | A kind of construction method and structure of pin-connected panel standard relocation housing |
CN106032711A (en) * | 2015-03-19 | 2016-10-19 | 张泓 | Building suitable for special terrains and construction method thereof |
CN105507428B (en) * | 2015-11-26 | 2018-05-08 | 山东双得利建设科技有限公司 | The house and assemble method of pluggable assembling |
CN106320515A (en) * | 2016-10-19 | 2017-01-11 | 河北劳动关系职业学院 | Prefabricated house and mounting method thereof |
CN106958292A (en) * | 2017-04-14 | 2017-07-18 | 西藏藏建科技股份有限公司 | A kind of prefabricated buildings based on light gauge cold-formed steel shape |
CN109653425A (en) * | 2018-12-14 | 2019-04-19 | 成都建工工业化建筑有限公司 | A kind of roof structure and its laying process of assembled architecture |
CN110409852B (en) * | 2019-08-10 | 2021-06-22 | 王映乐 | Temporary house shed roof installation device for construction |
CN111395813A (en) * | 2020-03-23 | 2020-07-10 | 中国一冶集团有限公司 | General hospital and infectious disease hospital combined epidemic hospital and construction method thereof |
CN111456247A (en) * | 2020-04-15 | 2020-07-28 | 吴传江 | Assembled light steel construction roofing |
CN111576610B (en) * | 2020-06-04 | 2021-10-15 | 四川蓉圣铝艺金属制品有限公司 | Aluminum alloy house and building method thereof |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2117426U (en) * | 1992-01-24 | 1992-09-30 | 张满金 | Passive combined solar house |
CN1584233A (en) * | 2004-06-07 | 2005-02-23 | 佛山市耀达建材贸易有限公司 | Building structure and installing method for two-layer movable panel house |
WO2006095266A1 (en) * | 2005-03-11 | 2006-09-14 | Sandwich Panel Construction Sdn. Bhd. | Method of constructing structures using prefabricated materials |
CN201665915U (en) * | 2009-11-25 | 2010-12-08 | 北京诚栋房屋制造有限公司 | Movable house with detachable single-layer lightweight steel structure |
CN202055418U (en) * | 2011-01-30 | 2011-11-30 | 张以超 | Steel-frame dual-net laminated light roof board |
CN203200906U (en) * | 2013-04-23 | 2013-09-18 | 冯忠一 | Combined house of unit structure |
CN204282534U (en) * | 2014-11-29 | 2015-04-22 | 山东双得利建设科技有限公司 | Can fast dismantling except, assembling novel house |
-
2014
- 2014-11-29 CN CN201410717429.2A patent/CN104389349B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2117426U (en) * | 1992-01-24 | 1992-09-30 | 张满金 | Passive combined solar house |
CN1584233A (en) * | 2004-06-07 | 2005-02-23 | 佛山市耀达建材贸易有限公司 | Building structure and installing method for two-layer movable panel house |
WO2006095266A1 (en) * | 2005-03-11 | 2006-09-14 | Sandwich Panel Construction Sdn. Bhd. | Method of constructing structures using prefabricated materials |
CN201665915U (en) * | 2009-11-25 | 2010-12-08 | 北京诚栋房屋制造有限公司 | Movable house with detachable single-layer lightweight steel structure |
CN202055418U (en) * | 2011-01-30 | 2011-11-30 | 张以超 | Steel-frame dual-net laminated light roof board |
CN203200906U (en) * | 2013-04-23 | 2013-09-18 | 冯忠一 | Combined house of unit structure |
CN204282534U (en) * | 2014-11-29 | 2015-04-22 | 山东双得利建设科技有限公司 | Can fast dismantling except, assembling novel house |
Also Published As
Publication number | Publication date |
---|---|
CN104389349A (en) | 2015-03-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104389349B (en) | The novel house can quickly remove, assembled and assemble method | |
CN109322392B (en) | Light steel house and construction method thereof | |
CN105951998B (en) | A kind of integrated assembled type dwelling house system and its construction method | |
CN104563288A (en) | Reinforced concrete frame gridding slab prefabricated energy-saving house | |
CN204960038U (en) | Precast concrete shear wall structure | |
CN207348267U (en) | A kind of lightgage steel joist irrigates internal partition wall structure | |
CN110206173B (en) | Construction method of heat-insulation external wall | |
CN105926982B (en) | The light steel House on stilts of assembled | |
CN106677377A (en) | Precast assembly type steel plate bin concrete structure sandwich heat preservation composite wall and connecting components | |
CN2931627Y (en) | Framework and wall panel combination floor | |
CN211286074U (en) | Self-heat-insulation system for prefabricated light high-strength foam concrete filled wallboard outer wall | |
CN108005233A (en) | A kind of section construction and construction method | |
CN106049717B (en) | The cast-in-place Integral Steel frame wall filled with masonry system and its construction method of spring connection | |
CN107035027A (en) | A kind of assembled steel reinforced concrete structure light wt compound external wall panel | |
CN204282534U (en) | Can fast dismantling except, assembling novel house | |
JP5302441B2 (en) | Construction method of concrete container house | |
CN103452209B (en) | Double-layer composite slat cast-in-situ internal partition wall structure | |
CN115807561A (en) | Connection reinforcing structure of ultra-high shale clear water brick hollowed decorative wall and construction method thereof | |
CN215290706U (en) | Connecting structure of vertical joint and horizontal joint of prefabricated wallboard | |
CN115928909A (en) | Short-limb shear wall assembled light steel combined truss bearing steel wire mesh frame mortar-perlite-polyphenyl composite enclosure wall and manufacturing method thereof | |
CN213509255U (en) | Prefabricated parapet connecting structure for steel structure building | |
CN2911049Y (en) | In-situ light-weight composite wall | |
CN211080616U (en) | Roofing expansion joint structure under prefabricated apron | |
CN210887621U (en) | Horizontal waterproof construction of precast concrete with filling heat preservation side fascia | |
CN113718967A (en) | Plugging structure and plugging method for steel skeleton light plate gap |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |