CN212612522U - Truss string concrete combined supporting system - Google Patents
Truss string concrete combined supporting system Download PDFInfo
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- CN212612522U CN212612522U CN202022055144.0U CN202022055144U CN212612522U CN 212612522 U CN212612522 U CN 212612522U CN 202022055144 U CN202022055144 U CN 202022055144U CN 212612522 U CN212612522 U CN 212612522U
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- 239000004567 concrete Substances 0.000 title claims abstract description 131
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 145
- 239000010959 steel Substances 0.000 claims abstract description 145
- 238000004873 anchoring Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 8
- 238000009412 basement excavation Methods 0.000 abstract description 5
- 239000002689 soil Substances 0.000 abstract description 3
- 230000001788 irregular Effects 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The utility model relates to a tension chord concrete truss combined supporting system, which comprises a concrete enclosure beam, a tension chord concrete truss, a steel diagonal brace and a steel angle brace; the truss string concrete truss comprises a concrete truss and steel truss string members; the concrete truss is arranged on the inner side of the concrete enclosure beam and is in an integrated structure with the concrete enclosure beam; the steel diagonal brace is perpendicular to the concrete enclosure beam and directly acts on the concrete truss; the steel angle brace is arranged at the angle part of the concrete enclosing beam. The utility model can realize the support with super large span by the tension string concrete truss structure system formed by the steel pull rod and the concrete truss, provides super large excavation space for the foundation pit support, reduces the construction period, reduces the number of struts and saves the cost; the large-span high-bearing-capacity system can be realized by adjusting the sizes of the concrete truss and the steel pull rod, and is particularly suitable for deep foundation pits with larger soil pressure.
Description
Technical Field
The utility model relates to a braced system in the foundation ditch is a string concrete truss makes up braced system particularly, belongs to building construction technical field.
Background
In order to ensure the safety of the construction of the underground structure and the surrounding environment of the foundation pit, the supporting, reinforcing and protecting measures are adopted for the side wall of the foundation pit and the surrounding environment. In deep foundation pit engineering of high-rise buildings and subway construction, most of the deep foundation pit engineering is excavated in cities, various structures such as traffic main roads, built buildings or pipelines and the like usually exist around the foundation pit, and an inner support structure system is widely applied to ensure the safety of the surrounding environment of the foundation pit.
In the prior art, the traditional foundation pit inner support has limited excavation operation space, more opposite supports and long construction period; because the self bearing capacity of the traditional inner supporting structure is limited, in a deep foundation pit with larger soil pressure, the supporting span is limited, and a larger excavation space cannot be provided; the steel support has higher construction efficiency, is more suitable for regular foundation pits in a square, but is limited in application to foundation pits in irregular shapes.
In the prior art, the steel diagonal brace and the steel diagonal brace usually adopt a truss structure to ensure stability, the cross section of the chord member is fixed, when an ultra-deep foundation pit or a steel bracing shares a large stress surface, the bearing capacity is difficult to meet the requirement, the whole cross section is increased, the problem that a node is large and difficult to hoist is encountered, and the application of the steel bracing is limited.
In addition, among the prior art, adopt the longspan to open the chord member, will probably lead to middle vaulting pole overlength, for guaranteeing stability, need increase the cross-section of component usually, can increase the not economy enough with the steel volume.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a truss string concrete truss combined supporting system, utilize the bearing capacity of truss string concrete, can provide the super large excavation face in the deep basal pit, can adapt to the foundation ditch sideline of irregular shape through the concrete truss, make full use of steel construction and concrete structure's advantage separately, reach safe economic effect; the steel diagonal brace and the steel angle brace adopt a truss structure with an assembly chord member, so that the problem that the section of the truss chord member is not flexible to adjust can be solved, and the steel diagonal brace and the steel angle brace can be adapted to various ultra-large deep foundation pits; through the connecting piece, with vaulting pole and leg joint, guaranteed the stability of vaulting pole for the vaulting pole of certain length can satisfy the designing requirement under the prerequisite that need not increase the cross-section.
The utility model adopts the following technical proposal:
a beam-string concrete truss combined supporting system comprises a concrete enclosure beam 1, a beam-string concrete truss 2, a steel diagonal brace 3 and a steel diagonal brace 5; the truss string concrete truss 2 comprises a concrete truss 201 and steel truss string members; the concrete truss 201 is arranged on the inner side of the concrete enclosure beam 1 and is in an integrated structure with the concrete enclosure beam 1; the steel diagonal brace 3 is perpendicular to the concrete containment beam 1 and directly acts on the concrete truss 201; the steel angle brace 5 is arranged at the angle part of the concrete enclosing beam 1.
Preferably, the two ends of the steel angle brace 5 are provided with prestress applying devices 4, and the concrete containment beam 1 is prestressed by the prestress applying devices 4.
Preferably, the concrete truss 201 has a concrete bottom chord 201a on the inner side.
Further, both ends of the steel diagonal brace 3 are provided with a prestress applying device 4, and prestress is applied to the concrete lower chord member 201a through the prestress applying device 4.
Further, the beam string comprises a lower string steel pull rod 205 and a steel support rod 204; the end of the steel support rod 204 is provided with a prestress applying device 4, and the prestress applying device 4 applies prestress to the concrete lower chord beam 201a or the concrete containment beam 1.
Furthermore, the steel support rod 204 is supported by a bracket 7 parallel to the steel support rod 204, and the bracket 7 and the steel support rod 204 are connected and fastened through at least one support rod bracket connecting piece 6; the brace bracket connecting piece 6 comprises a pair of upper and lower connecting section steels 601, the pair of connecting section steels 601 are fixed by bolts 602 and nuts 8, and the steel brace 204 between the pair of connecting section steels 601 is clamped and fixed with the bracket 7.
Furthermore, the steel stay bar 204 is an i-steel, the direction perpendicular to the intermediate plate of the i-steel is the weak direction of the i-steel, and the stay bar bracket connecting piece 6 clamps and restrains the weak direction of the steel stay bar.
Further, the heads of the lower chord steel tie rods 205 at the two ends are embedded and fixed in the lower chord beam 201a or the concrete enclosure beam 1 to form a steel tie rod anchoring node 203.
Further, the concrete truss 201 has a concrete web 201b therein, which is inclined with respect to the concrete wale 1 and the concrete bottom chord member.
Still further, the concrete web members 201b are arranged in a single manner or in a manner of vertically crossing two members.
Preferably, the steel diagonal brace 3 and the steel angle brace 5 are spliced by profile steel.
Preferably, the steel diagonal brace 3 and the steel diagonal brace 5 adopt an assembly type chord truss structure, and the assembly type chord truss structure comprises a web member 9, an inner chord 10 and an outer chord 11; the inner chord 10 is connected with the web member 9, the outer chord 11 is connected with the outer side of the inner chord 10, and a plurality of outer chords can be connected in series; the inner chord and the outer chord are respectively formed by longitudinally splicing batten plates 14, the inner chord 10 and the outer chord 11, and the outer chord and the inner chord are connected at the batten plates through connecting plates and are directly connected at connecting nodes.
Furthermore, the inner chord and the outer chord are both in a lattice structure and are composed of connecting nodes, batten plates 14 and section steel; the connecting nodes comprise a pin shaft connecting node 15, a bolt connecting node 16 and an assembling node 13.
The utility model adopts the following technical proposal:
1) the support with the ultra-large span can be realized by the tension chord concrete truss structure system formed by the steel pull rods and the concrete truss, an ultra-large excavation space is provided for foundation pit support, the construction period is shortened, the number of supports is reduced, and the cost is saved; the large-span high-bearing-capacity system can be realized by adjusting the sizes of the concrete truss and the steel pull rod, and is particularly suitable for deep foundation pits with larger soil pressure.
2) The concrete trusses with different shapes can be adjusted according to the shapes of the side lines of different foundation pits, and the concrete trusses are suitable for various irregular foundation pits.
3) Except for the concrete truss, the assembled steel structure is adopted, the characteristics of strong adaptability of concrete and high green and environment-friendly assembling speed of the steel structure are fully utilized, the advantages of respective materials are exerted, the construction period can be shortened, the investment is reduced, the assembled steel structure is suitable for various foundation pits, and the comprehensive capability is strong.
4) The rigidity of the tension chord concrete truss, the steel diagonal brace and the steel angle brace can be increased by applying prestress, the deformation of the foundation pit is reduced, and the safety of the foundation pit is ensured.
5) The steel is to propping and the concatenation of steel angle brace adoption shaped steel, can splice into many shaped steel trusss according to the bearing capacity demand, and the level of assemblization is high, simple to operate can require hoist and mount according to the place, strong adaptability.
6) The steel stay bar is connected with one or more stay bar bracket connecting pieces of the bracket, so that the stability of the steel stay bar is increased, and the instability of the overlong steel stay bar is prevented.
7) The truss structure that steel is propped and is adopted assembled chord member with the steel angle brace can solve the inflexible problem of truss chord member cross-section adjustment, but the various super large deep basal pits of adaptation.
Drawings
Fig. 1 is a plan view of the tension chord concrete truss combined supporting system of the present invention.
Fig. 2 is an enlarged view of a portion of the expanded-chord concrete truss of fig. 1.
Fig. 3 is an enlarged view of a portion of the steel counter stay of fig. 1.
Fig. 4 is a schematic view of the location of the strut support connectors.
Fig. 5 is a schematic view of a steel stay portion.
Fig. 6 is a sectional view of fig. 5 taken along line 1-1.
FIG. 7 is a schematic view of the inner and outer chord portions.
Fig. 8 is an exploded view of the right portion of fig. 7.
FIG. 9 is a schematic view of the section steel, inner chord member, and connecting plate.
In the figure, 1, a concrete enclosure beam, 2, a string concrete truss, 3, a steel pair support, 4, a prestress applying device, 5, a steel angle support, 201, a concrete truss, 201a concrete lower string beam, 201b, a concrete web member, 203, a steel pull rod anchoring node, 204, a steel support rod, 205, a lower string steel pull rod, 6, a support rod support connecting piece, 7, a support, 8, a nut, 10, an inner string rod, 11, an outer string rod, 12, a connecting plate, 13, an assembling node, 14, a batten plate, 15, a pin shaft connecting node, 16, a bolt connecting node, 17, section steel, 18, an inner string rod, 19, a connecting plate, 601, connecting section steel, 602, a bolt, 603 and a stiffening plate.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and specific embodiments.
Referring to fig. 1-2, a beam-chord concrete truss combined support system comprises a concrete enclosure beam 1, a beam-chord concrete truss 2, a steel diagonal brace 3 and a steel diagonal brace 5; the truss string concrete truss 2 comprises a concrete truss 201 and steel truss string members; the concrete truss 201 is arranged on the inner side of the concrete enclosure beam 1 and is in an integrated structure with the concrete enclosure beam 1; the steel diagonal brace 3 is perpendicular to the concrete containment beam 1 and directly acts on the concrete truss 201; the steel angle brace 5 is arranged at the angle part of the concrete enclosing beam 1.
In this embodiment, referring to fig. 1, the steel gusset 5 is provided at both ends with prestress applying means 4, and the concrete containment sill 1 is prestressed by the prestress applying means 4.
In this embodiment, referring to fig. 2, the inner side of the concrete truss 201 has a concrete lower chord 201a.
In this embodiment, referring to fig. 1 to 2, both ends of the steel wale 3 are provided to the prestress applying device 4, and the concrete lower chord member 201a is prestressed by the prestress applying device 4.
In this embodiment, referring to fig. 2, the beam string comprises a lower string steel tie rod 205, a steel stay bar 204; the end of the steel support rod 204 is provided with a prestress applying device 4, and the prestress applying device 4 applies prestress to the concrete lower chord beam 201a or the concrete containment beam 1.
In this embodiment, referring to fig. 1-2, the heads of the lower chord steel tie rods 205 at the two ends are embedded and fixed in the lower chord beam 201a or the concrete containment beam 1 to form a steel tie rod anchoring node 203.
In this embodiment, referring to fig. 2, the concrete truss 201 has a concrete web 201b therein, which is disposed obliquely with respect to the concrete wale 1 and the concrete bottom chord.
In this embodiment, referring to fig. 2, the concrete web members 201b are arranged in a single piece or in a manner that two pieces are vertically crossed.
In this embodiment, as shown in fig. 3, the steel diagonal brace 3 and the steel diagonal brace 5 are spliced by profile steel, so that a plurality of profile steel trusses can be spliced according to the bearing capacity requirement, the assembly degree is high, the installation is convenient, the hoisting can be performed according to the site requirement, and the adaptability is high.
In the beam-string concrete truss combined supporting system, the beam-string concrete truss is supported against a foundation pit support structure in parallel, and two sides of the beam-string concrete truss are supported by steel diagonal braces 3 or steel angle braces 5; the end parts of the steel counter brace 3 and the steel angle brace 5 are both provided with a prestress applying device 4; the truss-string concrete truss 2 mainly comprises a concrete truss 201, a lower-string steel pull rod 205, a steel stay bar 204 and the like, wherein the concrete truss 201 is formed by connecting the middle of a concrete enclosure beam 1 and a concrete lower-string beam 201a through concrete web members, and different truss shapes can be formed according to the side line shape of a foundation pit. It should be noted that the concrete or the concrete in the present application may be reinforced concrete. The lower chord steel pull rod 205 is connected with the concrete truss 201 through steel support rods 204, the end part of each steel support rod 204 is connected with a prestress adjusting device 4, and two sides of the lower chord steel pull rod 205 are anchored into the concrete lower chord beam through steel pull rod anchoring nodes 203. The steel pull rod can be arranged in a single or a plurality of parallel. The lower chord steel pull rod 205 is hinged by a plurality of sections of steel pull rods, and the steel stay bar is hinged with the steel pull rod. The steel pair brace 3 and the steel angle brace 5 can be spliced by profile steel.
In the utility model, the steel stay bar 204 and the support can be connected by one or more stay bar support connecting pieces, so that the stability of the steel stay bar is improved; the steel diagonal brace and the steel angle brace adopt a truss structure of an assembly chord member, and the truss structure comprises a web member, an inner chord member and an outer chord member. The inner chord member is connected with the web members, the outer chord member is connected with the outer side of the inner chord member and can be connected with a plurality of outer chord members in series, the inner chord member is connected with the outer chord member and the outer chord member is connected with the inner chord member at the gusset plate through the connecting plates and is directly connected at the node. The inner chord and the outer chord are all of a lattice structure and are composed of connecting nodes, batten plates and section steel, and the connecting nodes are provided with pin shaft connecting nodes, bolt connecting nodes and assembling nodes.
The above are preferred embodiments of the present invention, and those skilled in the art can make various changes or improvements on the above embodiments without departing from the general concept of the present invention, and these changes or improvements should fall within the scope of the present invention.
Claims (13)
1. The utility model provides a string concrete truss combination braced system which characterized in that:
comprises a concrete enclosure beam (1), a string concrete truss (2), a steel diagonal brace (3) and a steel angle brace (5);
the string-stretching concrete truss (2) comprises a concrete truss (201) and steel string-stretching members; the concrete truss (201) is arranged on the inner side of the concrete enclosure beam (1) and is in an integrated structure with the concrete enclosure beam (1);
the steel diagonal brace (3) is perpendicular to the concrete enclosure beam (1) and directly acts on the concrete truss (201);
the steel angle brace (5) is arranged at the angle part of the concrete enclosing beam (1).
2. The tension chord concrete truss combination support system of claim 1, wherein: and prestress applying devices (4) are arranged at two ends of the steel angle brace (5), and prestress is applied to the concrete enclosing beam (1) through the prestress applying devices (4).
3. The tension chord concrete truss combination support system of claim 1, wherein: the inner side of the concrete truss (201) is provided with a concrete lower chord beam (201 a).
4. The tension chord concrete truss combination support system of claim 3, wherein: and prestress applying devices (4) are arranged at two ends of the steel diagonal brace (3), and prestress is applied to the concrete lower chord beam (201a) through the prestress applying devices (4).
5. The tension chord concrete truss combination support system of claim 3, wherein: the string stretching component comprises a lower string steel pull rod (205) and a steel stay bar (204); the end part of the steel support rod (204) is provided with a prestress applying device (4), and the prestress applying device (4) applies prestress to the concrete lower chord beam (201a) or the concrete enclosure beam (1).
6. The tension chord concrete truss combination support system of claim 5, wherein: the steel support rod (204) is supported by a bracket (7) parallel to the steel support rod, and the bracket (7) and the steel support rod (204) are connected and fastened through at least one support rod bracket connecting piece (6); the brace bracket connecting piece (6) comprises an upper connecting section steel (601) and a lower connecting section steel (601), the connecting section steels (601) are fixed by bolts (602) and nuts (8), and a steel brace (204) between the connecting section steels (601) is clamped and fixed with the bracket (7).
7. The tension chord concrete truss combination support system of claim 6, wherein: the steel support rod (204) is made of I-shaped steel, the direction perpendicular to the middle plate of the I-shaped steel is the weak direction of the I-shaped steel, and the support rod bracket connecting piece (6) clamps and restrains the weak direction of the steel support rod.
8. The tension chord concrete truss combination support system of claim 5, wherein: the heads of the lower chord steel pull rods (205) positioned at the two ends are pre-buried and fixed in the lower chord beam (201a) or the concrete enclosure beam (1) to form a steel pull rod anchoring node (203).
9. The tension chord concrete truss combination support system of claim 3, wherein: the concrete truss (201) is internally provided with a concrete web member (201b) which is obliquely arranged relative to the concrete enclosure beam (1) and the concrete lower chord beam.
10. The tension chord concrete truss combination support system of claim 9, wherein: the concrete web members (201b) are arranged in a single way or in a way that two concrete web members are vertically crossed.
11. The tension chord concrete truss combination support system of claim 1, wherein: the steel pair brace (3) and the steel angle brace (5) are spliced by profile steel.
12. The tension chord concrete truss combination support system of claim 1, wherein: the steel pair brace (3) and the steel angle brace (5) adopt an assembly type chord member truss structure, and the assembly type chord member truss structure comprises a web member (9), an inner chord member (10) and an outer chord member (11); the inner chord (10) is connected with the web member (9), the outer chord (11) is connected with the outer side of the inner chord (10), and a plurality of outer chords can be connected in series; the inner chord and the outer chord are respectively formed by longitudinally splicing batten plates (14), the inner chord (10) and the outer chord (11) as well as the outer chord and the inner chord are connected at the batten plates through connecting plates and are directly connected at connecting nodes.
13. The tension chord concrete truss combination support system of claim 12, wherein: the inner chord and the outer chord are both in lattice structures and are composed of connecting nodes, batten plates (14) and section steel; the connecting nodes comprise a pin shaft connecting node (15), a bolt connecting node (16) and an assembling node (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022055144.0U CN212612522U (en) | 2020-09-18 | 2020-09-18 | Truss string concrete combined supporting system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022055144.0U CN212612522U (en) | 2020-09-18 | 2020-09-18 | Truss string concrete combined supporting system |
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| CN212612522U true CN212612522U (en) | 2021-02-26 |
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| CN202022055144.0U Active CN212612522U (en) | 2020-09-18 | 2020-09-18 | Truss string concrete combined supporting system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160326A (en) * | 2020-09-18 | 2021-01-01 | 上海巨鲲科技有限公司 | Truss string concrete combined supporting system |
| CN113529740A (en) * | 2021-07-29 | 2021-10-22 | 江西建工第一建筑有限责任公司 | Beam string supporting system |
-
2020
- 2020-09-18 CN CN202022055144.0U patent/CN212612522U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160326A (en) * | 2020-09-18 | 2021-01-01 | 上海巨鲲科技有限公司 | Truss string concrete combined supporting system |
| CN113529740A (en) * | 2021-07-29 | 2021-10-22 | 江西建工第一建筑有限责任公司 | Beam string supporting system |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Composite support system of concrete truss string Effective date of registration: 20210707 Granted publication date: 20210226 Pledgee: Zhejiang Xiangyi Leasing Co.,Ltd. Pledgor: Shanghai Jukun Technology Co.,Ltd. Registration number: Y2021310000045 |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20231102 Granted publication date: 20210226 Pledgee: Zhejiang Xiangyi Leasing Co.,Ltd. Pledgor: Shanghai Jukun Technology Co.,Ltd. Registration number: Y2021310000045 |