CN105220829A - A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement - Google Patents
A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement Download PDFInfo
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- CN105220829A CN105220829A CN201510675444.XA CN201510675444A CN105220829A CN 105220829 A CN105220829 A CN 105220829A CN 201510675444 A CN201510675444 A CN 201510675444A CN 105220829 A CN105220829 A CN 105220829A
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Abstract
The invention provides a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement, comprise integral support device, integral support device comprises the vertical upright column that two rows are parallel to each other, the cast-in-situ steel reinforced concrete isolated beam of multiple differing heights is located between two row's vertical upright columns, often organize between two relative row's vertical upright columns and be provided with the many transverse horizontal bars be parallel to each other, cast-in-situ steel reinforced concrete isolated beam is located on parts transversely horizon bar; Auxiliary support apparatus comprises two auxiliary support bars, and two auxiliary support bars are located at the both sides of cast-in-situ steel reinforced concrete isolated beam, the arrangement in " eight " font.A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement provided by the invention, during use, this cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement, stressed between balanced two vertical upright columns, thus making the Build Security of cast-in-situ steel reinforced concrete isolated beam integral support device reliable, it is economical and practical, avoids occurring quality and security incident, be convenient to support body outer guard, it is attractive in appearance that support body sets up appearance effect.
Description
Technical field
The present invention relates to technical field of building construction, especially relate to a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement.
Background technology
Cast-in-situ steel reinforced concrete isolated beam belongs to a kind of construction method in building operations, wherein, in work progress, on same vertical position, the cast-in-situ steel reinforced concrete isolated beam of many different levels may be provided with, cast-in-situ steel reinforced concrete isolated beam needs corresponding support system, although many cast-in-situ steel reinforced concrete isolated beams are on same vertical position, possibility can not on same longitudinal cross-section.
At present, conventional supporting way comprises two kinds, one arranges separately bracing or strutting arrangement for every root cast-in-situ steel reinforced concrete isolated beam, namely every root cast-in-situ steel reinforced concrete isolated beam arranges supporting frame all separately, to reach the support effect to cast-in-situ steel reinforced concrete isolated beam, but, this kind of mode, expense of taking a lot of work is expected, uneconomical and support body appearance effect complexity, unsightly;
Another kind of (differing heights) cast-in-situ steel reinforced concrete isolated beam for each layer supports by building overall bracing or strutting arrangement, wherein, bracing or strutting arrangement all plays the effect of support for the cast-in-situ steel reinforced concrete isolated beam of every layer, but, in this kind of mode, overall bracing or strutting arrangement generally, the both sides of a cast-in-situ steel reinforced concrete isolated beam comprise two vertical upright columns, because many cast-in-situ steel reinforced concrete isolated beams are not on same cross section, therefore, can not guarantee that every root cast-in-situ steel reinforced concrete isolated beam is all on the position of two vertical upright column middles, cast-in-situ steel reinforced concrete isolated beam position is departed from, cause the discontinuity equalization of two vertical upright columns, the actual conditions set up and high support body support system are calculated be not inconsistent, the situation that bracing or strutting arrangement caves in may be there is, cause serious quality accident and security incident.
Summary of the invention
The object of the present invention is to provide a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement, to solve the discontinuity equalization of two vertical upright columns existed in prior art, the actual conditions set up and high support body support system are calculated be not inconsistent, the situation that bracing or strutting arrangement caves in may be there is, cause serious quality accident and the technical problem of security incident.
A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement provided by the invention, comprise integral support device, described integral support device comprises the vertical upright column that two rows are parallel to each other, the cast-in-situ steel reinforced concrete isolated beam of multiple differing heights is located between the described vertical upright column of two rows, often organize between the relative described vertical upright column of two rows and be provided with the many transverse horizontal bars be parallel to each other, described cast-in-situ steel reinforced concrete isolated beam is located on the described transverse horizontal bar of part;
The described transverse horizontal bar being supported with described cast-in-situ steel reinforced concrete isolated beam is connected with auxiliary support apparatus, described auxiliary support apparatus comprises two auxiliary support bars, two described auxiliary support bars are located at the both sides of described cast-in-situ steel reinforced concrete isolated beam, the arrangement in " eight ", one end of described auxiliary support bar is connected with described transverse horizontal bar, and the other end is connected with described vertical upright column.
Further, two described auxiliary support bars are identical to the horizontal range of the center line of described cast-in-situ steel reinforced concrete isolated beam with the tie point of described transverse horizontal bar.
The effect of auxiliary support bar is the unbalance stress alleviating vertical upright column, the active force of cast-in-situ steel reinforced concrete isolated beam acts on transverse horizontal bar, vertical upright column is passed to by transverse horizontal bar, after auxiliary support bar is set, by auxiliary support bar, the active force of parts transversely horizon bar is passed on connected vertical upright column respectively, thus on the homodisperse corresponding vertical upright column of active force to greatest extent cast-in-situ steel reinforced concrete isolated beam produced.
Further, the outsides of the described vertical upright column of two rows are provided with to arrange the vertical upright column be parallel to each other more, and described transverse horizontal bar horizontally outward extends and arranges described vertical upright column more and be connected.
Vertical upright column outside two row's vertical upright columns is a part for integral support device, wherein, vertical upright column is all connected with corresponding transverse horizontal bar, and the entirety that transverse horizontal bar and vertical upright column form, plays stable effective support by cast-in-situ steel reinforced concrete isolated beam " parcel " wherein.
Wherein, when connecting auxiliary support bar, if the close together of wherein vertical upright column distance cast-in-situ steel reinforced concrete isolated beam in two row's vertical upright columns, cannot normal mounting auxiliary support bar, the end of auxiliary support bar can be stretched out, be connected on the vertical upright column in outside, the active force dispersion of the cast-in-situ steel reinforced concrete isolated beam further transverse horizontal bar born.
The connected mode of auxiliary support bar and transverse horizontal bar and vertical upright column can be two kinds, and one is removably, another kind of for being fixedly connected with mode, wherein, can select corresponding connected mode according to actual conditions.
Further, described auxiliary support bar and described transverse horizontal bar and described vertical upright column removably connect.
Further, described auxiliary support bar, described transverse horizontal bar and described vertical upright column are provided with the fastener with connecting hole, and on described connecting hole, cross-under has set bolt.
In removably connecting, fastener and between described auxiliary support bar, described transverse horizontal bar and described vertical upright column for removably connecting, linked together by corresponding fastener by connecting hole, the later stage can realize dismounting, is convenient to the maintenance and repair to bracing or strutting arrangement.
Further, described auxiliary support bar and being welded to connect between described transverse horizontal bar and described vertical upright column.
Adopt the mode be fixedly connected with, bonding strength is comparatively large, further improves stability and the safety of bracing or strutting arrangement.
Further, be provided with multiple auxiliary support apparatus between the described vertical upright column of two rows, multiple described auxiliary support apparatus is uniformly distributed.
Between two row's vertical upright columns, the transverse horizontal bar of same level height is for supporting whole piece cast-in-situ steel reinforced concrete isolated beam, wherein, corresponding auxiliary support apparatus is arranged on two vertical upright columns be oppositely arranged and connected transverse horizontal bar, on integral layout, all can connect auxiliary support apparatus, meanwhile, also can interval connection auxiliary support apparatus, its distribution setting up procedure in, be uniformly distributed, make cast-in-situ steel reinforced concrete isolated beam each point uniform force.
Further, described auxiliary support bar, described vertical upright column and described transverse horizontal bar are enclosed with topping.
Described auxiliary support bar, described vertical upright column and described transverse horizontal bar arrange topping, its object is to play anticorrosion, age inhibiting effect, wherein, topping can be coating, can have enamelled coating etc.
Further, the material of described auxiliary support bar, described vertical upright column and described transverse horizontal bar is the common welded steel pipe of Q235, and its size characteristic is φ 48.3*3.6.
Further, the distance between the described vertical upright column of two rows is 1800mm, and the distance between the described vertical upright column outside the described vertical upright column of two rows is 600mm.
Wherein, two row's vertical upright columns, namely need to arrange many cast-in-situ steel reinforced concrete isolated beams between inner most two row's columns, because the cast-in-situ steel reinforced concrete isolated beam of differing heights is not on same cross section, therefore, adaptive distance of this two row is arranged comparatively large, to guarantee that the cast-in-situ steel reinforced concrete isolated beam of each height all can be arranged between the two.
In the setting up procedure of vertical upright column, be not limited to bracing or strutting arrangement entirety for cuboid, it can be various shape according to the shape of cast-in-situ steel reinforced concrete isolated beam.As, arc, circular etc.Accordingly, be parallel to each other between each vertical upright column arranged.
A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement provided by the invention, during use, on the basis of cast-in-situ steel reinforced concrete isolated beam integral support device, auxiliary support apparatus is set, wherein, auxiliary support bar is connected on the transverse horizontal bar of support cast-in-situ steel reinforced concrete isolated beam, cast-in-situ steel reinforced concrete isolated beam is at the active force of transverse horizontal bar, passed on vertical upright column by supplemental support beam, thus avoid because position is departed from, the phenomenon of the unbalance stress of two vertical upright columns caused.
This cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement, stressed between balanced two vertical upright columns, thus make the Build Security of cast-in-situ steel reinforced concrete isolated beam integral support device reliable, it is economical and practical, avoid occurring quality and security incident, and be convenient to support body outer guard, simultaneously to set up appearance effect attractive in appearance for support body.
Accompanying drawing explanation
In order to be illustrated more clearly in the specific embodiment of the invention or technical scheme of the prior art, be briefly described to the accompanying drawing used required in detailed description of the invention or description of the prior art below, apparently, accompanying drawing in the following describes is some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
The lateral view of a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement that Fig. 1 provides for the embodiment of the present invention;
The front view of a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement that Fig. 2 provides for the embodiment of the present invention.
Reference numeral:
1-vertical upright column; 2-transverse horizontal bar; 3-auxiliary support bar;
4-cast-in-situ steel reinforced concrete isolated beam.
Detailed description of the invention
Be clearly and completely described technical scheme of the present invention below in conjunction with accompanying drawing, obviously, described embodiment is the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to the scope of protection of the invention.
In describing the invention, it should be noted that, orientation or the position relationship of the instruction such as term " " center ", " on ", D score, "left", "right", " vertically ", " level ", " interior ", " outward " they be based on orientation shown in the drawings or position relationship; be only the present invention for convenience of description and simplified characterization; instead of instruction or imply the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as limitation of the present invention.In addition, term " first ", " second ", " the 3rd " only for describing object, and can not be interpreted as instruction or hint relative importance.
In describing the invention, it should be noted that, unless otherwise clearly defined and limited, term " installation ", " being connected ", " connection " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or connect integratedly; Can be mechanical connection, also can be electrical connection; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals.For the ordinary skill in the art, concrete condition above-mentioned term concrete meaning in the present invention can be understood.
Embodiment 1
The lateral view of a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement that Fig. 1 provides for the embodiment of the present invention; The front view of a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement that Fig. 2 provides for the embodiment of the present invention; As depicted in figs. 1 and 2, a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement that the present embodiment provides, comprise integral support device, integral support device comprises the vertical upright column 1 that two rows are parallel to each other, the cast-in-situ steel reinforced concrete isolated beam 4 of multiple differing heights is located between two row's vertical upright columns 1, often organize between two relative row's vertical upright columns 1 and be provided with the many transverse horizontal bars 2 be parallel to each other, cast-in-situ steel reinforced concrete isolated beam 4 is located on parts transversely horizon bar 2;
The transverse horizontal bar 2 being supported with cast-in-situ steel reinforced concrete isolated beam 4 is connected with auxiliary support apparatus, auxiliary support apparatus comprises two auxiliary support bars 3, two auxiliary support bars 3 are located at the both sides of cast-in-situ steel reinforced concrete isolated beam 4, the arrangement in " eight ", one end of auxiliary support bar 3 is connected with transverse horizontal bar 2, and the other end is connected with vertical upright column 1.
A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement provided by the invention, during use, on the basis of cast-in-situ steel reinforced concrete isolated beam 4 integral support device, auxiliary support apparatus is set, wherein, auxiliary support bar 3 is connected on the transverse horizontal bar 2 of support cast-in-situ steel reinforced concrete isolated beam 4, cast-in-situ steel reinforced concrete isolated beam 4 is at the active force of transverse horizontal bar 2, passed on vertical upright column 1 by supplemental support beam, thus avoid because position is departed from, the phenomenon of the unbalance stress of two vertical upright columns 1 caused.
This cast-in-situ steel reinforced concrete isolated beam 4 bracing or strutting arrangement, stressed between balanced two vertical upright columns 1, thus make the Build Security of cast-in-situ steel reinforced concrete isolated beam 4 integral support device reliable, it is economical and practical, avoid occurring quality and security incident, and be convenient to support body outer guard, simultaneously to set up appearance effect attractive in appearance for support body.
Embodiment 2
The lateral view of a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement that Fig. 1 provides for the embodiment of the present invention; The front view of a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement that Fig. 2 provides for the embodiment of the present invention; As depicted in figs. 1 and 2, a kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement that the present embodiment provides, comprise integral support device, integral support device comprises the vertical upright column 1 that two rows are parallel to each other, the cast-in-situ steel reinforced concrete isolated beam 4 of multiple differing heights is located between two row's vertical upright columns 1, often organize between two relative vertical upright columns 1 and be provided with the many transverse horizontal bars 2 be parallel to each other, cast-in-situ steel reinforced concrete isolated beam 4 is located on parts transversely horizon bar 2;
The transverse horizontal bar 2 being supported with cast-in-situ steel reinforced concrete isolated beam 4 is connected with auxiliary support apparatus, auxiliary support apparatus comprises two auxiliary support bars 3, two auxiliary support bars 3 are located at the both sides of cast-in-situ steel reinforced concrete isolated beam 4, the arrangement in " eight ", one end of auxiliary support bar 3 is connected with transverse horizontal bar 2, and the other end is connected with vertical upright column 1.
Further, two auxiliary support bars 3 are identical to the horizontal range of the center line of cast-in-situ steel reinforced concrete isolated beam 4 with the tie point of transverse horizontal bar 2.
The effect of auxiliary support bar 3 is the unbalance stress alleviating vertical upright column 1, the active force of cast-in-situ steel reinforced concrete isolated beam 4 acts on transverse horizontal bar 2, vertical upright column 1 is passed to by transverse horizontal bar 2, after auxiliary support bar 3 is set, by auxiliary support bar 3, the active force of parts transversely horizon bar 2 is passed on connected vertical upright column 1 respectively, thus on the homodisperse corresponding vertical upright column 1 of the active force to greatest extent cast-in-situ steel reinforced concrete isolated beam 4 produced.
Further, the outsides of two row's vertical upright columns 1 are provided with to arrange the vertical upright column 1 be parallel to each other more, and transverse horizontal bar 2 horizontally outward extends to be arranged vertical upright column 1 be connected with.
Vertical upright column 1 outside two row's vertical upright columns 1 is a part for integral support device, wherein, vertical upright column 1 all with corresponding transverse horizontal bar 2 to being connected, the entirety that transverse horizontal bar 2 and vertical upright column 1 form, plays stable effective support by cast-in-situ steel reinforced concrete isolated beam 4 " parcel " wherein.
Wherein, when connecting auxiliary support bar 3, if wherein vertical upright column 1 in two row's vertical upright columns 1 is apart from the close together of cast-in-situ steel reinforced concrete isolated beam 4, cannot normal mounting auxiliary support bar 3, the end of auxiliary support bar 3 can be stretched out, be connected on the vertical upright column 1 in outside, the active force dispersion of the cast-in-situ steel reinforced concrete isolated beam 4 further transverse horizontal bar 2 born.
Auxiliary support bar 3 can be two kinds with the connected mode of transverse horizontal bar 2 and vertical upright column 1, and one is removably, another kind of for being fixedly connected with mode, wherein, can select corresponding connected mode according to actual conditions.
Further, auxiliary support bar 3 removably connects with transverse horizontal bar 2 and vertical upright column 1.
Further, auxiliary support bar 3, transverse horizontal bar 2 and vertical upright column 1 are provided with the fastener with connecting hole, and on connecting hole, cross-under has set bolt.
In removably connecting, fastener and between auxiliary support bar 3, transverse horizontal bar 2 and vertical upright column 1 for removably connecting, linked together by corresponding fastener by connecting hole, the later stage can realize dismounting, is convenient to the maintenance and repair to bracing or strutting arrangement.
Further, auxiliary support bar 3 and being welded to connect between transverse horizontal bar 2 and vertical upright column 1.
Adopt the mode be fixedly connected with, bonding strength is comparatively large, further improves stability and the safety of bracing or strutting arrangement.
Further, be provided with multiple auxiliary support apparatus between two row's vertical upright columns 1, multiple auxiliary support apparatus is uniformly distributed.
Between two row's vertical upright columns 1, the transverse horizontal bar 2 of same level height is for supporting whole cast-in-situ steel reinforced concrete isolated beam 4, wherein, corresponding auxiliary support apparatus is arranged on two vertical upright columns be oppositely arranged 1 and connected transverse horizontal bar 2, on integral layout, all can connect auxiliary support apparatus, meanwhile, also can interval connection auxiliary support apparatus, its distribution setting up procedure in, be uniformly distributed, make cast-in-situ steel reinforced concrete isolated beam 4 each point uniform force.
Further, auxiliary support bar 3, vertical upright column 1 and transverse horizontal bar 2 are enclosed with topping.
Auxiliary support bar 3, vertical upright column 1 and transverse horizontal bar 2 arrange topping, its object is to play anticorrosion, age inhibiting effect, wherein, topping can be coating, can have enamelled coating etc.
Further, the material of auxiliary support bar 3, vertical upright column 1 and transverse horizontal bar 2 is the common welded steel pipe of Q235, and its size characteristic is φ 48.3*3.6.
Further, the distance between two row's vertical upright columns 1 is 1800mm, and the distance between the vertical upright column 1 outside two row's vertical upright columns 1 is 600mm.
Wherein, two row's vertical upright columns 1, namely need to arrange many cast-in-situ steel reinforced concrete isolated beams 4 between inner most two row's girders, because the cast-in-situ steel reinforced concrete isolated beam 4 of differing heights is not on same cross section, therefore, adaptive distance of this two row is arranged comparatively large, to guarantee that the cast-in-situ steel reinforced concrete isolated beam 4 of each height all can be arranged between the two.
In the setting up procedure of vertical upright column 1, be not limited to bracing or strutting arrangement entirety for cuboid, it can be various shape according to the shape of cast-in-situ steel reinforced concrete isolated beam 4.As, arc, circular etc.Accordingly, be parallel to each other between each vertical upright column 1 arranged.
A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement provided by the invention, during use, on the basis of cast-in-situ steel reinforced concrete isolated beam 4 integral support device, auxiliary support apparatus is set, wherein, auxiliary support bar 3 is connected on the transverse horizontal bar 2 of support cast-in-situ steel reinforced concrete isolated beam 4, the active force of cast-in-situ steel reinforced concrete isolated beam 4 degree of transverse horizontal bars 2, passed on vertical upright column 1 by supplemental support beam, thus avoid because position is departed from, the phenomenon of the unbalance stress of two vertical upright columns 1 caused.
This cast-in-situ steel reinforced concrete isolated beam 4 bracing or strutting arrangement, stressed between balanced two vertical upright columns 1, thus make the Build Security of cast-in-situ steel reinforced concrete isolated beam 4 integral support device reliable, it is economical and practical, avoid occurring quality and security incident, and be convenient to support body outer guard, simultaneously to set up appearance effect attractive in appearance for support body.
Last it is noted that above each embodiment is only in order to illustrate technical scheme of the present invention, be not intended to limit; Although with reference to foregoing embodiments to invention has been detailed description, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein some or all of technical characteristic; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the scope of various embodiments of the present invention technical scheme.
Claims (10)
1. a cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement, it is characterized in that, comprise integral support device, described integral support device comprises the vertical upright column that two rows are parallel to each other, the cast-in-situ steel reinforced concrete isolated beam of multiple differing heights is located between the described vertical upright column of two rows, often organize between the relative described vertical upright column of two rows and be provided with the many transverse horizontal bars be parallel to each other, described cast-in-situ steel reinforced concrete isolated beam is located on the described transverse horizontal bar of part;
The described transverse horizontal bar being supported with described cast-in-situ steel reinforced concrete isolated beam is connected with auxiliary support apparatus, described auxiliary support apparatus comprises two auxiliary support bars, two described auxiliary support bars are located at the both sides of described cast-in-situ steel reinforced concrete isolated beam, the arrangement in " eight ", one end of described auxiliary support bar is connected with described transverse horizontal bar, and the other end is connected with described vertical upright column.
2. cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement according to claim 1, is characterized in that, two described auxiliary support bars are identical to the horizontal range of the center line of described cast-in-situ steel reinforced concrete isolated beam with the tie point of described transverse horizontal bar.
3. cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement according to claim 1, it is characterized in that, the outsides of the described vertical upright column of two rows are provided with to arrange the vertical upright column be parallel to each other more, and described transverse horizontal bar horizontally outward extends and arranges described vertical upright column more and be connected.
4. cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement according to claim 1, is characterized in that, described auxiliary support bar and described transverse horizontal bar and described vertical upright column removably connect.
5. cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement according to claim 4, is characterized in that, described auxiliary support bar, described transverse horizontal bar and described vertical upright column are provided with the fastener with connecting hole, and on described connecting hole, cross-under has set bolt.
6. cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement according to claim 1, is characterized in that, described auxiliary support bar and being welded to connect between described transverse horizontal bar and described vertical upright column.
7. cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement according to claim 1, is characterized in that, be provided with multiple auxiliary support apparatus between the described vertical upright column of two rows, multiple described auxiliary support apparatus is uniformly distributed.
8. cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement according to claim 1, is characterized in that, described auxiliary support bar, described vertical upright column and described transverse horizontal bar are enclosed with topping.
9. cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement according to claim 1, is characterized in that, the material of described auxiliary support bar, described vertical upright column and described transverse horizontal bar is the common welded steel pipe of Q235, and its size characteristic is φ 48.3*3.6.
10. cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement according to claim 1, is characterized in that, the distance between the described vertical upright column of two rows is 1800mm, and the distance between the described vertical upright column outside the described vertical upright column of two rows is 600mm.
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| CN201510675444.XA CN105220829A (en) | 2015-10-16 | 2015-10-16 | A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement |
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| CN201510675444.XA CN105220829A (en) | 2015-10-16 | 2015-10-16 | A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement |
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Application publication date: 20160106 |