CN206681206U - Glomeration builds siphonal lobe wall steel block combined beam - Google Patents
Glomeration builds siphonal lobe wall steel block combined beam Download PDFInfo
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- CN206681206U CN206681206U CN201720153826.0U CN201720153826U CN206681206U CN 206681206 U CN206681206 U CN 206681206U CN 201720153826 U CN201720153826 U CN 201720153826U CN 206681206 U CN206681206 U CN 206681206U
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Abstract
Glomeration builds siphonal lobe wall steel block combined beam, is related to a kind of combination beam.The utility model is in order to solve existing supporting siphonal lobe wall or hang over the siphonal lobe wall of overhanging component load-bearing, siphonal lobe wall do not pass to deadweight that overhanging component, metope thermal bridge area be larger and the discontinuous problem of wall facing in itself.The utility model is divided into small span steel block combined beam and large-span steel block combined beam；Small span steel block combined beam is made up of building block, support angle steel and angle steel reinforcing bar of putting more energy into；Large-span steel block combined beam puts more energy into reinforcing bar by building block, support angle steel, angle steel and space bar-mat reinforcement is formed.The utility model combination beam realizes the independent weight bearing function of siphonal lobe wall, change the force modes that existing siphonal lobe wall is supported or suspended from cantilevered structure, a kind of new force modes are provided for the design of siphonal lobe wall, construction, this force modes are safe and reliable, reasonable stress, it is easy for construction with higher stability.The utility model is applied to glomeration building siphonal lobe wall.
Description
Technical field
The utility model is related to building structure field in civil engineering, and in particular to a kind of glomeration building siphonal lobe wall with steel-
Block combined beam.
Background technology
In China, the energy-output ratio of building trade exceedes more than the 30% of China's whole energy-output ratio, and building energy conservation is
China realizes an important step of resources sustainable development, is played a key effect to implementing the energy and resources conservation strategy.Outside
Wall heat insulating ability, thermal insulation, air-tightness be influence building energy conservation an important factor for, caused by exterior wall energy resource consumption account for building total energy
The ratio of source consumption is very big.As a kind of New-type heat insulating walling, sandwich composition walling be including, in siphonal lobe wall press from both sides it is efficient with certain
Insulation material, then it is with antirust reinforcing bar or tension member that inside and outside leaf wall drawknot is integral.Sandwich wall can not only meet wall thermal insulating every
The requirement of heat, also because of protective effect of the siphonal lobe wall to heat-insulation layer so that heat-insulation layer has good durability, solves at all outer
The insurmountable endurance issues of wall outside wall heat preservation.Decoration of exterior wall plays key player in art of wall, and it represents
The style of one building then represents the image in a city with image, the decorated style of a groups of building.Therefore, to make exterior wall
Decoration has local special features and landscaping function, and it is building trade to seek reasonable and safety sandwich wall siphonal lobe wall form
One major issue.Siphonal lobe wall can use decorative block or splitting block to build by laying bricks or stones, and this kind of building block decorative effect is no less than natural stone
Material, and its cost is at half the above compared with lithotome, can widely popularize application in siphonal lobe wall.Traditional masonry sandwich wall support
On continuous cantilevered structure, the problem of metope thermal bridge area is larger is not only brought, also because the presence of cantilevered structure causes
The discontinuous problem of wall masonry facing, therefore, application and the development of sandwich wall will be restricted seriously.
Utility model content
The utility model is in order to solve existing supporting siphonal lobe wall or hang over the not load-bearing, outer of the siphonal lobe wall of overhanging component in itself
Leaf wall passes to deadweight that overhanging component, metope thermal bridge area be larger and the discontinuous problem of wall facing, proposes a kind of glomeration
Build siphonal lobe wall steel-block combined beam.
The utility model glomeration build siphonal lobe wall with steel-block combined beam be divided into small span steel-block combined beam and greatly across
Spend steel-block combined beam；
The small span steel-block combined beam is made up of building block, support angle steel and angle steel reinforcing bar of putting more energy into；
The horizontal limb of the support angle steel is arranged at the lower section of bottom building block in small span steel-block combined beam, support
The vertical limb of angle steel be arranged in small span steel-block combined beam between bottom building block and overhanging component or support angle steel it is perpendicular
Straight limb is arranged in small span steel-block combined beam between bottom building block and insulation material, and building block is arranged at support angle steel
Horizontal limb upper surface, the horizontal limb upper surface of support angle steel is provided perpendicular to multigroup reinforcing bar of putting more energy into of horizontal limb upper surface, more
Group puts more energy into reinforcing bar along the setting of support angle steel length direction, and every group is put more energy into steel-bar arrangement in the vertical mortar joint of adjacent block；
Large-span steel-the block combined beam puts more energy into reinforcing bar by building block, support angle steel, angle steel and space bar-mat reinforcement is formed；
The horizontal limb of the support angle steel is arranged at the lower section of bottom building block in large-span steel-block combined beam, support
The vertical limb of angle steel be arranged in large-span steel-block combined beam between bottom building block and overhanging component or support angle steel it is perpendicular
Straight limb is arranged in large-span steel-block combined beam between bottom building block and insulation material, and building block is arranged at support angle steel
Horizontal limb upper surface, the horizontal limb upper surface of support angle steel is provided perpendicular to multigroup reinforcing bar of putting more energy into of horizontal limb upper surface, more
Group puts more energy into reinforcing bar along the setting of support angle steel length direction, and every group is put more energy into steel-bar arrangement in the vertical mortar joint of adjacent block；
The space bar-mat reinforcement between two parallel isometric longitudinal reinforcements, two longitudinal reinforcements by being transversely to the machine direction reinforcing bar
A plurality of transverse steel and multipair vertical reinforcement form, vertical reinforcement is transversely to the machine direction plane where reinforcing bar and transverse steel；Often
Wherein vertical reinforcement one end in vertical reinforcement is welded with transverse steel one end, the other end is free end；Another vertical
With being welded in the middle part of transverse steel, the other end is free end for reinforcing bar one end；Welded on adjacent transverse steel with transverse steel one end
Vertical reinforcement shift to install, the direction of the free end of the vertical reinforcement set on adjacent transverse steel is opposite；The longitudinal direction
In the horizontal mortar joint of steel-bar arrangement two building blocks neighbouring in large-span steel-block combined beam, vertical reinforcement is arranged at
In large-span steel-block combined beam in the vertical mortar joint of two adjacent building blocks of left and right, in large-span steel-block combined beam up and down
The free end dislocation lap joint of the vertical reinforcement of adjacent two spaces bar-mat reinforcement is set；It is perpendicular in vertical mortar joint in bottom building block
Shifted to install to reinforcing bar and angle steel reinforcing bar of putting more energy into；
Include two reinforcing bars arranged side by side in every group of reinforcing bar of putting more energy into, the put more energy into spacing of reinforcing bar of adjacent sets is 400mm；It is described
The horizontal limb length of angle steel is 100mm, and the length of the vertical limb of angle steel is not more than 160mm；The block strength grade is not less than
MU7.5, masonry mortar strength grade are not less than Mb7.5；The size of the building block be 390 × 190 × 90mm or 190 × 190 ×
90mm；The height of the reinforcing bar of putting more energy into is less than the height of building block；The bar diameter of the space bar-mat reinforcement is 4~6mm；The horizontal stroke
It is 200mm to spacing of reinforcement；The transverse steel is welded to connect with longitudinal reinforcement；Put more energy into reinforcing bar and support angle steel is welded to connect.
The preparation method of the small span steel-block combined beam is carried out according to the following steps：
First, cut reinforcing bar and obtain putting more energy into and reinforcing bar and welded with support angle steel, it is standby；
The 2nd, temporary support is set under support angle steel, branch tie distance is not more than 0.8m；
3rd, bottom skin building block is built by laying bricks or stones between two groups of adjacent reinforcing bars of putting more energy into of the horizontal limb upper surface of support angle steel, then the bottom of at
Built by laying bricks or stones successively in skin building block to design height and complete the preparation of small span steel-block combined beam.
The preparation method of the large-span steel-block combined beam is carried out according to the following steps：
First, cut reinforcing bar and obtain putting more energy into and reinforcing bar and welded with support angle steel, cut reinforcing bar and obtain vertical reinforcement, transverse steel
And longitudinal reinforcement, welding obtains space bar-mat reinforcement, standby；
The 2nd, temporary support is set under support angle steel, branch tie distance is not more than 0.8m；
3rd, bottom skin building block is built by laying bricks or stones between two groups of adjacent reinforcing bars of putting more energy into of the horizontal limb upper surface of support angle steel, skin is built the bottom of at
Installation space bar-mat reinforcement on block, then build the second skin building block by laying bricks or stones on the net in space reinforcing bar, finally set gradually space bar-mat reinforcement simultaneously
Build by laying bricks or stones, until design height is completed large-span steel-block combined beam and prepared；The wherein combination beam built by laying bricks or stones of scene, need to conserve to
The construction of beam top siphonal lobe wall can be just combined after design strength.
The utility model possesses following beneficial effect：
1st, the horizontal limb of support angle steel in the small span steel-block combined beam of the utility model or large-span steel-block combined beam
The angle steel of upper setting reinforcing bar of putting more energy into makes the shear stress on interface of building block and the horizontal limb of angle steel uniformly and can effectively transmitted, it is ensured that building block
Cooperated with angle steel；In small span steel-block combined beam or large-span steel-block combined beam construction stage support angle steel to building
Block has supporting role, is cooperated in combination beam service stage support angle steel and building block；
2nd, traditional masonry sandwich wall siphonal lobe wall supports or hung over the siphonal lobe wall not load-bearing in itself on overhanging component, and will be certainly
Overhanging component is passed in re-transmission, and the utility model proposes glomeration to build the size span steel-building block in steel-block combined beam of siphonal lobe wall
Combination beam acts not only as a part for siphonal lobe wall, moreover it is possible to undertakes siphonal lobe wall in the deadweight and combination beam of steel-block combined beam
Deadweight, realize the independent weight bearing function of siphonal lobe wall, change existing siphonal lobe wall be supported or suspended from cantilevered structure by
Force mode, a kind of new force modes are provided for the design of siphonal lobe wall, construction, this force modes are safe and reliable, and stress is closed
Reason, has higher stability, easy for construction；
3rd, the utility model glomeration building siphonal lobe wall with steel-block combined beam can scene build by laying bricks or stones, can also prefabrication；
4th, the utility model glomeration building siphonal lobe wall steel-block combined beam top building block can be common building block or tool
Have a building block of decoration functions, the shaped steel that bottom angle steel can also take other form, space bar-mat reinforcement can also use it is other have plus
The material and form of muscle function.
5th, the vertical reinforcement in the bar-mat reinforcement of the utility model space misplaces arrangement in vertical mortar joint, and every layer of bar-mat reinforcement is just
Position is required for the vertical reinforcement of horizontal mesh reinforcement bottom being inserted into the vertical mortar joint of hypodermis building block, does not influence so to build matter by laying bricks or stones
Amount；
6th, the siphonal lobe wall formed by the utility model combination beam, elevation of building comprise only block surfaces, without outstanding
Choose structure or supporting mechanism surface, siphonal lobe wall decorative block or splitting block, its decoration functions and continuous exterior wall finish
Can General Promotion exterior wall decorations function；
7th, the utility model is according to degree easy for construction, can consider spacing (the i.e. beam of steel-block combined beam support
Span), and whether bar-mat reinforcement is embedded in building block mortar joint；
8th, the supporting construction for being exposed to outdoor is not present by the utility model combination beam, greatly reduces the heat of wall face
Bridge floor accumulates, and further increases the heat insulation effect of sandwich wall.
Brief description of the drawings：
Fig. 1 is that the utility model glomeration builds siphonal lobe wall steel-block combined beam medium and small span steel-block combined beam structure
Schematic diagram；
Fig. 2 is that the utility model glomeration builds large-span steel-block combined beam structure in siphonal lobe wall steel-block combined beam
Schematic diagram；
Fig. 3 is that the utility model glomeration builds the structural representation of support angle steel 2 in siphonal lobe wall steel-block combined beam；
Fig. 4 is that the utility model glomeration builds siphonal lobe wall steel-hollow of block combined beam bar-mat reinforcement structural representation；
Fig. 5 is that the glomeration building siphonal lobe wall supporting that the utility model is made up of four skin building blocks is combined with large-span steel-building block
Girder construction schematic diagram.
Embodiment：
Technical solutions of the utility model are not limited to act embodiment set forth below, in addition to each embodiment
Between any reasonable combination.
Embodiment one：Illustrate present embodiment, a kind of glomeration building siphonal lobe wall of present embodiment with reference to Fig. 1~5
With steel-block combined beam, the glomeration build siphonal lobe wall with steel-block combined beam be divided into small span steel-block combined beam and greatly across
Spend steel-block combined beam；
The small span steel-block combined beam is made up of building block 1, support angle steel 2 and angle steel reinforcing bar 3 of putting more energy into；
The horizontal limb of the support angle steel 2 is arranged at the lower section of bottom building block in small span steel-block combined beam, support
The vertical limb of angle steel 2 is arranged in small span steel-block combined beam between bottom building block and overhanging component or support angle steel
Vertical limb is arranged in small span steel-block combined beam between bottom building block and insulation material, and building block 1 is arranged at support angle steel
2 horizontal limb upper surface, the horizontal limb upper surface of support angle steel 2 are provided perpendicular to multigroup reinforcing bar of putting more energy into of horizontal limb upper surface
3, multigroup reinforcing bar 3 of putting more energy into is set along the length direction of support angle steel 2, and every group of reinforcing bar 3 of putting more energy into is arranged at the vertical of adjacent block 1
In mortar joint；
Large-span steel-the block combined beam is put more energy into reinforcing bar 3 and space bar-mat reinforcement structure by building block 1, support angle steel 2, angle steel
Into；
The horizontal limb of the support angle steel 2 is arranged at the lower section of bottom building block in large-span steel-block combined beam, support
The vertical limb of angle steel 2 is arranged in large-span steel-block combined beam between bottom building block and overhanging component or support angle steel 2
Vertical limb is arranged in large-span steel-block combined beam between bottom building block and insulation material, and building block 1 is arranged at support angle steel
2 horizontal limb upper surface, the horizontal limb upper surface of support angle steel 2 are provided perpendicular to multigroup reinforcing bar of putting more energy into of horizontal limb upper surface
3, multigroup reinforcing bar 3 of putting more energy into is set along the length direction of support angle steel 2, and every group of reinforcing bar 3 of putting more energy into is arranged at the vertical of adjacent block
In mortar joint；
The space bar-mat reinforcement between two parallel isometric 7, two longitudinal reinforcements 7 of longitudinal reinforcement by being transversely to the machine direction steel
The a plurality of transverse steel 6 and multipair vertical reinforcement 5 of muscle 7 are formed, and vertical reinforcement 5 is transversely to the machine direction where reinforcing bar 7 and transverse steel 6
Plane；Wherein one end of vertical reinforcement 5 is welded with the one end of transverse steel 6 in each pair vertical reinforcement 5, and the other end is free end；
Another one end of vertical reinforcement 5 is welded with the middle part of transverse steel 6, and the other end is free end；On adjacent transverse steel 6 with transverse direction
The vertical reinforcement 5 of the one end of reinforcing bar 6 welding shifts to install, the court of the free end of the vertical reinforcement 5 set on adjacent transverse steel 6
To opposite；The longitudinal reinforcement 7 is arranged at the horizontal mortar joint of two building blocks 1 neighbouring in large-span steel-block combined beam
Interior, vertical reinforcement 5 is arranged in the vertical mortar joint of two adjacent building blocks 1 of left and right in large-span steel-block combined beam, large span
The free end dislocation lap joint of the vertical reinforcement 5 of neighbouring two spaces bar-mat reinforcement is set in steel-block combined beam；The bottom
Vertical reinforcement 5 in building block in vertical mortar joint and angle steel reinforcing bar 3 of putting more energy into shift to install；The transverse steel 6 welds with longitudinal reinforcement 7
Connect in succession；Put more energy into reinforcing bar 3 and support angle steel 2 is welded to connect.
Present embodiment possesses following beneficial effect：
1st, the horizontal limb of support angle steel in the small span steel-block combined beam of present embodiment or large-span steel-block combined beam
The angle steel of upper setting reinforcing bar of putting more energy into makes the shear stress on interface of building block and the horizontal limb of angle steel uniformly and can effectively transmitted, it is ensured that building block
Cooperated with angle steel；In small span steel-block combined beam or large-span steel-block combined beam construction stage support angle steel to building
Block has supporting role, is cooperated in combination beam service stage support angle steel and building block；
2nd, traditional masonry sandwich wall siphonal lobe wall supports or hung over the siphonal lobe wall not load-bearing in itself on overhanging component, and will be certainly
Overhanging component is passed in re-transmission, and present embodiment proposes glomeration building siphonal lobe wall size span steel-building block in steel-block combined beam
Combination beam acts not only as a part for siphonal lobe wall, moreover it is possible to undertakes siphonal lobe wall in the deadweight and combination beam of steel-block combined beam
Deadweight, realize the independent weight bearing function of siphonal lobe wall, change existing siphonal lobe wall be supported or suspended from cantilevered structure by
Force mode, a kind of new force modes are provided for the design of siphonal lobe wall, construction, this force modes are safe and reliable, and stress is closed
Reason, has higher stability, easy for construction；
3rd, present embodiment glomeration building siphonal lobe wall with steel-block combined beam can scene build by laying bricks or stones, can also prefabrication；
4th, present embodiment glomeration building siphonal lobe wall steel-block combined beam top building block can be common building block or tool
Have a building block of decoration functions, the shaped steel that bottom angle steel can also take other form, space bar-mat reinforcement can also use it is other have plus
The material and form of muscle function.
5th, the vertical reinforcement in the bar-mat reinforcement of present embodiment space misplaces arrangement in vertical mortar joint, and every layer of bar-mat reinforcement is just
Position is required for the vertical reinforcement of horizontal mesh reinforcement bottom being inserted into the vertical mortar joint of hypodermis building block, does not influence so to build matter by laying bricks or stones
Amount；
6th, the siphonal lobe wall formed by present embodiment combination beam, elevation of building comprise only block surfaces, without outstanding
Choose structure or supporting mechanism surface, siphonal lobe wall decorative block or splitting block, its decoration functions and continuous exterior wall finish
Can General Promotion exterior wall decorations function；
7th, present embodiment is according to degree easy for construction, can consider spacing (the i.e. beam of steel-block combined beam support
Span), and whether bar-mat reinforcement is embedded in building block mortar joint；
8th, the supporting construction for being exposed to outdoor is not present by present embodiment combination beam, greatly reduces the heat of wall face
Bridge floor accumulates, and further increases the heat insulation effect of sandwich wall.
Embodiment two：Illustrate present embodiment with reference to Fig. 3, present embodiment is different from embodiment one
It is：Include two reinforcing bars arranged side by side in described every group reinforcing bar 3 of putting more energy into, the put more energy into spacing of reinforcing bar 3 of adjacent sets is 400mm.Other steps
Rapid and parameter is identical with embodiment one.
Embodiment three：Present embodiment is unlike embodiment one or two：The horizontal limb of angle steel
Length is 100mm, and the length of the vertical limb of angle steel is not more than 160mm.Other steps and parameter and embodiment one or two-phase
Together.
Embodiment four：Unlike one of present embodiment and embodiment one to three：Building block the last 1
Degree grade is not less than MU7.5, and masonry mortar strength grade is not less than Mb7.5.Other steps and parameter and embodiment one
It is identical to one of three.
Embodiment five：Unlike one of present embodiment and embodiment one to four：The building block 1
Size is 390 × 190 × 90mm or 190 × 190 × 90mm.One of other steps and parameter and embodiment one to four phase
Together.
Embodiment six：Illustrate present embodiment with reference to Fig. 2, present embodiment and embodiment one to five it
Unlike one：The height of the reinforcing bar 3 of putting more energy into is less than the height of building block 1.Other steps and parameter and embodiment one
It is identical to one of five.
Embodiment seven：Unlike one of present embodiment and embodiment one to six：The Steel Space
The bar diameter of muscle net is 4~6mm.Other steps and parameter are identical with one of embodiment one to six.
Embodiment eight：Unlike one of present embodiment and embodiment one to seven：The horizontal steel
Muscle 6 is at intervals of 200mm.Other steps and parameter are identical with one of embodiment one to seven.
Embodiment nine：Illustrate present embodiment, the small span steel-block combined beam of present embodiment with reference to Fig. 2~5
Preparation method carry out according to the following steps：
First, cut reinforcing bar and obtain putting more energy into and reinforcing bar 3 and welded with support angle steel 2, it is standby；
2nd, it is not more than 0.8m in 2 times setting temporary supports of support angle steel, branch tie distance；
3rd, bottom skin building block, Ran Hou are built by laying bricks or stones between two groups of adjacent reinforcing bars 3 of putting more energy into of the horizontal limb upper surface of support angle steel 2
The preparation of completing small span steel-block combined beam is built to design height in the skin building block of bottom by laying bricks or stones successively.
Present embodiment possesses following beneficial effect：
1st, the horizontal limb of support angle steel in the small span steel-block combined beam of present embodiment or large-span steel-block combined beam
The angle steel of upper setting reinforcing bar of putting more energy into makes the shear stress on interface of building block and the horizontal limb of angle steel uniformly and can effectively transmitted, it is ensured that building block
Cooperated with angle steel；In small span steel-block combined beam or large-span steel-block combined beam construction stage support angle steel to building
Block has supporting role, is cooperated in combination beam service stage support angle steel and building block；
2nd, traditional masonry sandwich wall siphonal lobe wall supports or hung over the siphonal lobe wall not load-bearing in itself on overhanging component, and will be certainly
Overhanging component is passed in re-transmission, and present embodiment proposes glomeration building siphonal lobe wall size span steel-building block in steel-block combined beam
Combination beam acts not only as a part for siphonal lobe wall, moreover it is possible to undertakes siphonal lobe wall in the deadweight and combination beam of steel-block combined beam
Deadweight, realize the independent weight bearing function of siphonal lobe wall, change existing siphonal lobe wall be supported or suspended from cantilevered structure by
Force mode, a kind of new force modes are provided for the design of siphonal lobe wall, construction, this force modes are safe and reliable, and stress is closed
Reason, has higher stability, easy for construction；
3rd, present embodiment glomeration building siphonal lobe wall with steel-block combined beam can scene build by laying bricks or stones, can also prefabrication；
4th, present embodiment glomeration building siphonal lobe wall steel-block combined beam top building block can be common building block or tool
Have a building block of decoration functions, the shaped steel that bottom angle steel can also take other form, space bar-mat reinforcement can also use it is other have plus
The material and form of muscle function.
5th, the vertical reinforcement in the bar-mat reinforcement of present embodiment space misplaces arrangement in vertical mortar joint, and every layer of bar-mat reinforcement is just
Position is required for the vertical reinforcement of horizontal mesh reinforcement bottom being inserted into the vertical mortar joint of hypodermis building block, does not influence so to build matter by laying bricks or stones
Amount；
6th, the siphonal lobe wall formed by present embodiment combination beam, elevation of building comprise only block surfaces, without outstanding
Choose structure or supporting mechanism surface, siphonal lobe wall decorative block or splitting block, its decoration functions and continuous exterior wall finish
Can General Promotion exterior wall decorations function；
7th, present embodiment is according to degree easy for construction, can consider spacing (the i.e. beam of steel-block combined beam support
Span), and whether bar-mat reinforcement is embedded in building block mortar joint；
8th, the supporting construction for being exposed to outdoor is not present by present embodiment combination beam, greatly reduces the heat of wall face
Bridge floor accumulates, and further increases the heat insulation effect of sandwich wall.
Embodiment ten：Illustrate present embodiment, present embodiment large-span steel-block combined beam with reference to Fig. 2~5
Preparation method carry out according to the following steps：
First, cut reinforcing bar and obtain putting more energy into and reinforcing bar 3 and welded with support angle steel 2, cut reinforcing bar and obtain vertical reinforcement 5, laterally
Reinforcing bar 6 and longitudinal reinforcement 7, welding obtains space bar-mat reinforcement, standby；
2nd, it is not more than 0.8m in 2 times setting temporary supports of support angle steel, branch tie distance；
3rd, bottom skin building block is built by laying bricks or stones between two groups of adjacent reinforcing bars 3 of putting more energy into of the horizontal limb upper surface of support angle steel 2, in bottom skin
Installation space bar-mat reinforcement in building block, then build the second skin building block by laying bricks or stones on the net in space reinforcing bar, finally set gradually space bar-mat reinforcement
And build by laying bricks or stones, until design height is completed large-span steel-block combined beam and prepared.
Present embodiment possesses following beneficial effect：
1st, the horizontal limb of support angle steel in the small span steel-block combined beam of present embodiment or large-span steel-block combined beam
The angle steel of upper setting reinforcing bar of putting more energy into makes the shear stress on interface of building block and the horizontal limb of angle steel uniformly and can effectively transmitted, it is ensured that building block
Cooperated with angle steel；In small span steel-block combined beam or large-span steel-block combined beam construction stage support angle steel to building
Block has supporting role, is cooperated in combination beam service stage support angle steel and building block；
2nd, traditional masonry sandwich wall siphonal lobe wall supports or hung over the siphonal lobe wall not load-bearing in itself on overhanging component, and will be certainly
Overhanging component is passed in re-transmission, and present embodiment proposes glomeration building siphonal lobe wall size span steel-building block in steel-block combined beam
Combination beam acts not only as a part for siphonal lobe wall, moreover it is possible to undertakes siphonal lobe wall in the deadweight and combination beam of steel-block combined beam
Deadweight, realize the independent weight bearing function of siphonal lobe wall, change existing siphonal lobe wall be supported or suspended from cantilevered structure by
Force mode, a kind of new force modes are provided for the design of siphonal lobe wall, construction, this force modes are safe and reliable, and stress is closed
Reason, has higher stability, easy for construction；
3rd, present embodiment glomeration building siphonal lobe wall with steel-block combined beam can scene build by laying bricks or stones, can also prefabrication；
4th, present embodiment glomeration building siphonal lobe wall steel-block combined beam top building block can be common building block or tool
Have a building block of decoration functions, the shaped steel that bottom angle steel can also take other form, space bar-mat reinforcement can also use it is other have plus
The material and form of muscle function.
5th, the vertical reinforcement in the bar-mat reinforcement of present embodiment space misplaces arrangement in vertical mortar joint, and every layer of bar-mat reinforcement is just
Position is required for the vertical reinforcement of horizontal mesh reinforcement bottom being inserted into the vertical mortar joint of hypodermis building block, does not influence so to build matter by laying bricks or stones
Amount；
6th, the siphonal lobe wall formed by present embodiment combination beam, elevation of building comprise only block surfaces, without outstanding
Choose structure or supporting mechanism surface, siphonal lobe wall decorative block or splitting block, its decoration functions and continuous exterior wall finish
Can General Promotion exterior wall decorations function；
7th, present embodiment is according to degree easy for construction, can consider spacing (the i.e. beam of steel-block combined beam support
Span), and whether bar-mat reinforcement is embedded in building block mortar joint；
8th, the supporting construction for being exposed to outdoor is not present by present embodiment combination beam, greatly reduces the heat of wall face
Bridge floor accumulates, and further increases the heat insulation effect of sandwich wall.
Claims (8)
1. a kind of glomeration builds siphonal lobe wall steel-block combined beam, it is characterised in that：The glomeration builds the steel-building block of siphonal lobe wall
Combination beam is divided into small span steel-block combined beam and large-span steel-block combined beam；
The small span steel-block combined beam is made up of building block (1), support angle steel (2) and angle steel reinforcing bar (3) of putting more energy into；
The horizontal limb of the support angle steel (2) is arranged at the lower section of bottom building block in small span steel-block combined beam, support angle
The vertical limb of steel (2) is arranged in small span steel-block combined beam between bottom building block and overhanging component or support angle steel
Vertical limb is arranged in small span steel-block combined beam between bottom building block and insulation material, and building block (1) is arranged at support angle
The horizontal limb upper surface of steel (2), the horizontal limb upper surface of support angle steel (2) are provided perpendicular to the multigroup of horizontal limb upper surface and added
Strength reinforcing bar (3), multigroup reinforcing bar of putting more energy into (3) is set along support angle steel (2) length direction, and every group of reinforcing bar of putting more energy into (3) is arranged at
In the vertical mortar joint of adjacent block 1；
Large-span steel-the block combined beam is put more energy into reinforcing bar (3) and space bar-mat reinforcement by building block (1), support angle steel (2), angle steel
Form；
The horizontal limb of the support angle steel (2) is arranged at the lower section of bottom building block in large-span steel-block combined beam, support angle
The vertical limb of steel (2) is arranged in large-span steel-block combined beam between bottom building block and overhanging component or support angle steel (2)
Vertical limb be arranged in large-span steel-block combined beam between bottom building block and insulation material, building block (1) is arranged at support
The horizontal limb upper surface of angle steel (2), the horizontal limb upper surface of support angle steel (2) are provided perpendicular to the multigroup of horizontal limb upper surface
Put more energy into reinforcing bar (3), multigroup reinforcing bar of putting more energy into (3) is set along support angle steel (2) length direction, and every group of reinforcing bar of putting more energy into (3) is set
In the vertical mortar joint of adjacent block；
The space bar-mat reinforcement between two parallel isometric longitudinal reinforcements (7), two longitudinal reinforcements (7) by being transversely to the machine direction steel
The a plurality of transverse steel (6) and multipair vertical reinforcement (5) of muscle (7) are formed, and vertical reinforcement (5) is transversely to the machine direction reinforcing bar (7) and horizontal stroke
To reinforcing bar (6) place plane, wherein vertical reinforcement (5) one end is welded with transverse steel (6) one end in each pair vertical reinforcement (5)
Connect, the other end is free end；With being welded in the middle part of transverse steel (6), the other end is free end for another vertical reinforcement (5) one end；
Vertical reinforcement (5) on adjacent transverse steel (6) with the welding of transverse steel (6) one end shifts to install, adjacent transverse steel
(6) direction of the free end of the vertical reinforcement (5) set on is opposite；The longitudinal reinforcement (7) is arranged at large-span steel-building block group
In the horizontal mortar joint for closing two building blocks (1) neighbouring in beam, vertical reinforcement (5) is arranged at large-span steel-block combined beam
In the vertical mortar joint of two adjacent building blocks (1) of middle left and right, neighbouring two spaces steel in large-span steel-block combined beam
The free end dislocation lap joint of the vertical reinforcement (5) of muscle net is set；Vertical reinforcement (5) in vertical mortar joint and angle in bottom building block
Steel reinforcing bar (3) of putting more energy into shifts to install；
The transverse steel (6) is welded to connect with longitudinal reinforcement (7)；Put more energy into reinforcing bar (3) and support angle steel (2) is welded to connect.
2. glomeration according to claim 1 builds siphonal lobe wall steel-block combined beam, it is characterised in that：Described every group adds
Include two reinforcing bars arranged side by side in strength reinforcing bar (3), the put more energy into spacing of reinforcing bar (3) of adjacent sets is 400mm.
3. glomeration according to claim 1 builds siphonal lobe wall steel-block combined beam, it is characterised in that：The angle steel water
Flat limb length is 100mm, and the length of the vertical limb of angle steel is not more than 160mm.
4. glomeration according to claim 1 builds siphonal lobe wall steel-block combined beam, it is characterised in that：The building block (1)
Strength grade is not less than MU7.5, and masonry mortar strength grade is not less than Mb7.5.
5. glomeration according to claim 1 builds siphonal lobe wall steel-block combined beam, it is characterised in that：The building block (1)
Size be 390 × 190 × 90mm or 190 × 190 × 90mm.
6. glomeration according to claim 1 builds siphonal lobe wall steel-block combined beam, it is characterised in that：The steel of putting more energy into
The height of muscle (3) is less than the height of building block (1).
7. glomeration according to claim 1 builds siphonal lobe wall steel-block combined beam, it is characterised in that：The Steel Space
The bar diameter of muscle net is 4~6mm.
8. glomeration according to claim 1 builds siphonal lobe wall steel-block combined beam, it is characterised in that：The horizontal steel
Muscle (6) is at intervals of 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720153826.0U CN206681206U (en) | 2017-02-20 | 2017-02-20 | Glomeration builds siphonal lobe wall steel block combined beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720153826.0U CN206681206U (en) | 2017-02-20 | 2017-02-20 | Glomeration builds siphonal lobe wall steel block combined beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206681206U true CN206681206U (en) | 2017-11-28 |
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ID=60396146
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720153826.0U Active CN206681206U (en) | 2017-02-20 | 2017-02-20 | Glomeration builds siphonal lobe wall steel block combined beam |
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| Country | Link |
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| CN (1) | CN206681206U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639051A (en) * | 2017-02-20 | 2017-05-10 | 哈尔滨达城绿色建筑技术开发股份有限公司 | Steel-building block combined beam for outer wall of aggregate building |
-
2017
- 2017-02-20 CN CN201720153826.0U patent/CN206681206U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639051A (en) * | 2017-02-20 | 2017-05-10 | 哈尔滨达城绿色建筑技术开发股份有限公司 | Steel-building block combined beam for outer wall of aggregate building |
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