CN214657091U - Envelope bearing structure capable of being converted into basement structure beam column - Google Patents
Envelope bearing structure capable of being converted into basement structure beam column Download PDFInfo
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- CN214657091U CN214657091U CN202121062291.9U CN202121062291U CN214657091U CN 214657091 U CN214657091 U CN 214657091U CN 202121062291 U CN202121062291 U CN 202121062291U CN 214657091 U CN214657091 U CN 214657091U
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- basement
- enclosure
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- reinforced concrete
- purlin
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Abstract
The utility model discloses a support structure which can be converted into a beam column of a basement structure, comprising a foundation pit support (1), wherein a horizontal support stress component is arranged at the inner side of the foundation pit support (1); the horizontal support stress member comprises a surrounding purlin (2), and a vertical upright post (3), a longitudinal support beam (4), a transverse connection beam (5) and an oblique beam (6) which are connected with each other are arranged on the inner side of the surrounding purlin (2). The utility model discloses a carry out reasonable overall arrangement and configuration optimization to foundation ditch enclosure and horizontal braces atress component, can be in the same place the effectual integration of enclosure braced system and basement frame beam column, need not to demolish enclosure braced structure when the basement construction, convert into the frame beam column of basement with it ingeniously, not only can the reduction of erection time, reduce the cost, can also reduce the influence to the environment, reduce the wasting of resources, realize energy-concerving and environment-protective increase.
Description
Technical Field
The utility model relates to an enclosure support structure, especially a convertible enclosure support structure who is basement structure beam column.
Background
The traditional support beam is constructed along with the basement, and is dismantled layer by layer after the bearing capacity of the enclosure is converted to the basement structure through the stress conversion of the bearing beam replacing plates. The support is disassembled to waste the manufacturing cost, the construction period is influenced, and the environment is greatly influenced by raised dust and noise generated in the disassembling process. Therefore, the prior art has the problems of long construction period, high construction cost, large environmental pollution and serious resource waste.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a convertible enclosure support structure who is basement structure beam column. The utility model has the characteristics of construction cycle is short, the cost is low, environmental pollution is little and resources are saved.
The technical scheme of the utility model: a support structure convertible into a beam column of a basement structure comprises a foundation pit support, wherein a horizontal support stress member is arranged on the inner side of the foundation pit support; the horizontal support stress member comprises a surrounding purlin, wherein the inner side of the surrounding purlin is provided with a vertical upright post, a longitudinal support beam, a transverse connecting beam and an oblique beam which are connected with each other.
In the enclosure supporting structure convertible into a beam column of a basement structure, the foundation pit enclosure comprises enclosure structure piles, a waterproof curtain is arranged on the outer sides of the enclosure structure piles, and capping beams are arranged at the upper ends of the enclosure structure piles.
In the enclosing and supporting structure convertible into a beam column of a basement structure, the enclosing purlin comprises an enclosing purlin beam with a rectangular cross section, a first pre-buried protecting groove is formed in the inner side of the enclosing purlin beam, and a first pre-buried dowel bar is arranged in the first pre-buried protecting groove; the upper end and the lower end of the purlin beam are respectively provided with a connecting guide beam, and the connecting guide beam is provided with a water stop steel plate and a first connecting joint bar; and anti-adhesion waterproof layers are arranged on the outer sides of the enclosing purlin beam and the connecting guide beam.
In the enclosure support structure convertible into a beam column of a basement structure, the vertical upright column comprises a vertical upright column body and a reinforced concrete cast-in-place pile.
In the enclosure support structure convertible into a beam column of a basement structure, the longitudinal support beam comprises a reinforced concrete rectangular support beam, second embedded protection grooves are formed in two sides of the reinforced concrete rectangular support beam, and second embedded joint bars are arranged in the second embedded protection grooves.
In the enclosure support structure convertible into a beam column of a basement structure, the transverse connecting beam comprises a reinforced concrete transverse rectangular connecting beam, and a second connecting dowel is arranged on the beam surface of the transverse rectangular connecting beam.
In the enclosure support structure convertible into a beam column of a basement structure, the oblique beam comprises a reinforced concrete rectangular oblique beam, and a third connecting dowel is arranged on the beam surface of the reinforced concrete rectangular oblique beam.
Compared with the prior art, the utility model discloses a carry out reasonable overall arrangement and configuration optimization to foundation ditch enclosure and horizontal support atress component, can be in the same place the effectual integration of enclosure braced system and basement frame beam column, need not to demolish enclosure braced structure when the basement is under construction, enclose the purlin with enclosing, horizontal bracing component, vertical stand is through rational design structure, the frame beam column of basement is transformed into ingeniously, not only can the reduction of erection time, reduce the cost, can also reduce the influence to the environment, reduce the wasting of resources, realize energy-concerving and environment-protective increase. To sum up, the utility model has the characteristics of construction cycle is short, the cost is low, environmental pollution is little and resources are saved.
Drawings
Fig. 1 is a schematic plan view of the present invention;
FIG. 2 is a structural view of a foundation pit enclosure;
FIG. 3 is a structural view of a purlin;
FIG. 4 is a structural view of a vertical column;
FIG. 5 is a structural view of a longitudinal support beam;
FIG. 6 is a structural view of a transverse tie beam;
fig. 7 is a structural view of the oblique beam.
The labels in the figures are: 1-foundation pit enclosure, 2-enclosing purlin, 3-vertical upright post, 4-longitudinal supporting beam, 5-transverse connecting beam, 6-oblique beam, 101-enclosure structure pile, 102-water-stop curtain, 103-capping beam, 201-enclosing purlin beam, 202-first pre-buried protection groove, 203-first pre-buried dowel, 204-connecting guide beam, 205-water-stop steel plate, 206-first connecting dowel, 207-anti-adhesion waterproof layer, 301-vertical upright post body, 302-reinforced concrete pouring pile, 401-reinforced concrete rectangular supporting beam, 402-second pre-buried protection groove, 403-second pre-buried dowel, 501-transverse rectangular connecting beam, 502-second connecting dowel, 601-reinforced concrete rectangular oblique beam, 602-third connecting dowel.
Detailed Description
The following description is made with reference to the accompanying drawings and examples, but not to be construed as limiting the invention.
Examples are given. A support structure capable of being converted into a beam column of a basement structure is shown in figures 1 to 7 and comprises a foundation pit support 1, wherein a horizontal support stress member is arranged on the inner side of the foundation pit support 1; the horizontal support stress member comprises a surrounding purlin 2, and a vertical upright post 3, a longitudinal support beam 4, a transverse connection beam 5 and an oblique beam 6 which are connected with each other are arranged on the inner side of the surrounding purlin 2.
The foundation pit enclosure 1 comprises an enclosure structure pile 101, a waterproof curtain 102 is arranged on the outer side of the enclosure structure pile 101, and a capping beam 103 is arranged at the upper end of the enclosure structure pile 101.
The enclosure structure pile is used for bearing the side pressure load of a foundation pit soil body, the waterproof curtain is used for preventing underground water from flowing into the foundation pit, and the capping beam is used for strengthening the integral stress of the enclosure structure pile.
The building envelope pile can be a reinforced concrete cast-in-place pile, an occlusive pile, a concrete precast pile, a steel section pile and the like; the waterproof curtain can be a cement stirring pile, a high-pressure jet grouting pile, compaction grouting and the like; the capping beam is poured by reinforced concrete.
The enclosing purlin 2 comprises an enclosing purlin beam 201 with a rectangular cross section, a first pre-buried protection groove 202 is formed in the inner side of the enclosing purlin beam 201, and a first pre-buried dowel bar 203 is arranged in the first pre-buried protection groove 202; the upper end and the lower end of the surrounding purlin beam 201 are respectively provided with a connecting guide beam 204, and the connecting guide beam 204 is provided with a water stop steel plate 205 and a first connecting joint rib 206; and anti-adhesion waterproof layers 207 are arranged on the outer sides of the surrounding purlin beams 201 and the connecting guide beams 204.
The purlin bears all horizontal loads transmitted by the enclosure structure piles and is also a main body converted into a basement frame beam.
The head of the first embedded joint bar is bent and hidden in the first embedded protection groove, and when the basement is constructed, the first embedded joint bar is welded with the reinforcing steel bar of the basement floor, so that the enclosing purlin and the basement floor are integrated; the upper part and the lower part of the beam of the enclosing purlin are provided with connecting guide beams which protrude out of the beam surface and the beam bottom, the connecting guide beams are provided with water stop steel plates and first connecting joint bars, the first connecting joint bars are connected with reinforcing steel bars of the basement wall plate, the enclosing purlin and the basement wall plate are integrated, and the water stop steel plates realize the waterproof effect of construction joints; the purlin beam is enclosed and the connection guide beam is externally provided with a pre-paved reverse-bonding waterproof layer, so that the waterproof layer is firmly bonded with the waterproof layer of the outer wall of the basement during construction of the basement.
The vertical upright 3 comprises a vertical upright body 301 and a reinforced concrete cast-in-place pile 302. The vertical upright post bears the vertical load of the horizontal support, is also a main body converted into a basement frame post, and is one of the most important main bodies for energy conservation, environmental protection and efficiency improvement.
The vertical upright post body can be a steel lattice upright post processed and manufactured by section steel, and also can be a reinforced concrete upright post formed by pouring reinforcing steel bars and concrete, and the bearing capacity of the enclosure supporting beam (a longitudinal supporting beam, a transverse connecting beam and an oblique beam) and the load of the basement beam plate is checked and calculated according to the stress of the vertical upright post body and the reinforced concrete cast-in-place pile. When the basement is constructed, the basement frame column is converted.
The longitudinal supporting beam 4 comprises a reinforced concrete rectangular supporting beam 401, second embedded protective grooves 402 are formed in two sides of the reinforced concrete rectangular supporting beam 401, and second embedded joint bars 403 are arranged in the second embedded protective grooves 402.
The head of the second embedded joint bar is bent and hidden in the second embedded protection groove; and the second embedded joint bar is welded with the reinforcing steel bar of the basement floor slab to form a basement frame beam and form a whole with the basement floor slab.
The transverse connecting beam 5 comprises a reinforced concrete transverse rectangular connecting beam 501, and a second connecting dowel 502 is arranged on the beam surface of the transverse rectangular connecting beam 501. The second connecting joint bar is welded with the reinforcing steel bar of the basement floor slab to form a basement frame beam and form a whole with the basement floor slab.
The oblique beam 6 comprises a reinforced concrete rectangular oblique beam 601, and a third connecting dowel 602 is arranged on the beam surface of the reinforced concrete rectangular oblique beam 601.
And the third connecting joint bar is welded with the reinforcing steel bar of the basement floor slab to form a basement frame beam and form a whole with the basement floor slab.
Claims (7)
1. The utility model provides a convertible enclosure support structure for basement structure beam column which characterized in that: the foundation pit supporting structure comprises a foundation pit support (1), wherein a horizontal supporting stress member is arranged on the inner side of the foundation pit support (1); the horizontal support stress member comprises a surrounding purlin (2), and a vertical upright post (3), a longitudinal support beam (4), a transverse connection beam (5) and an oblique beam (6) which are connected with each other are arranged on the inner side of the surrounding purlin (2).
2. A containment support structure convertible into a basement structure beam column according to claim 1, wherein: the foundation pit enclosure (1) comprises an enclosure structure pile (101), a waterproof curtain (102) is arranged on the outer side of the enclosure structure pile (101), and a capping beam (103) is arranged at the upper end of the enclosure structure pile (101).
3. A containment support structure convertible into a basement structure beam column according to claim 1, wherein: the enclosing purlin (2) comprises an enclosing purlin beam (201) with a rectangular cross section, a first pre-buried protection groove (202) is formed in the inner side of the enclosing purlin beam (201), and a first pre-buried dowel bar (203) is arranged in the first pre-buried protection groove (202); the upper end and the lower end of the purlin enclosing beam (201) are respectively provided with a connecting guide beam (204), and the connecting guide beam (204) is provided with a water stop steel plate (205) and a first connecting joint bar (206); and reverse-adhesion waterproof layers (207) are arranged on the outer sides of the surrounding purlin beams (201) and the connecting guide beams (204).
4. A containment support structure convertible into a basement structure beam column according to claim 1, wherein: the vertical upright (3) comprises a vertical upright body (301) and a reinforced concrete cast-in-place pile (302).
5. A containment support structure convertible into a basement structure beam column according to claim 1, wherein: the longitudinal supporting beam (4) comprises a reinforced concrete rectangular supporting beam (401), second embedded protective grooves (402) are formed in two sides of the reinforced concrete rectangular supporting beam (401), and second embedded joint bars (403) are arranged in the second embedded protective grooves (402).
6. A containment support structure convertible into a basement structure beam column according to claim 1, wherein: the transverse connecting beam (5) comprises a reinforced concrete transverse rectangular connecting beam (501), and a second connecting joint bar (502) is arranged on the beam surface of the transverse rectangular connecting beam (501).
7. A containment support structure convertible into a basement structure beam column according to claim 1, wherein: the oblique beam (6) comprises a reinforced concrete rectangular oblique beam (601), and a third connecting dowel (602) is arranged on the beam surface of the reinforced concrete rectangular oblique beam (601).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121062291.9U CN214657091U (en) | 2021-05-18 | 2021-05-18 | Envelope bearing structure capable of being converted into basement structure beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121062291.9U CN214657091U (en) | 2021-05-18 | 2021-05-18 | Envelope bearing structure capable of being converted into basement structure beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214657091U true CN214657091U (en) | 2021-11-09 |
Family
ID=78484797
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121062291.9U Active CN214657091U (en) | 2021-05-18 | 2021-05-18 | Envelope bearing structure capable of being converted into basement structure beam column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214657091U (en) |
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2021
- 2021-05-18 CN CN202121062291.9U patent/CN214657091U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230506 Address after: 409-419, Floor 4, Martial Arts Hall Building, 168 Yugu Road, Xihu District, Hangzhou City, Zhejiang Province, 310013 (singular) Patentee after: Jiedi Design Group Co.,Ltd. Address before: 310007 Room 102, No. 157 baishaquan, Beishan street, Xihu District, Hangzhou City, Zhejiang Province Patentee before: Zhejiang Jiedi Construction Management Co.,Ltd. |