CN209082510U - Mansion foundation pit pillar construction - Google Patents
Mansion foundation pit pillar construction Download PDFInfo
- Publication number
- CN209082510U CN209082510U CN201821288036.4U CN201821288036U CN209082510U CN 209082510 U CN209082510 U CN 209082510U CN 201821288036 U CN201821288036 U CN 201821288036U CN 209082510 U CN209082510 U CN 209082510U
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- China
- Prior art keywords
- steel pipe
- pipe post
- foundation pit
- bottom plate
- stake
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Abstract
The utility model discloses a kind of mansion foundation pit pillar constructions, it applies in building foundation pit field, it solves construction to be more troublesome, and later period dismounting is also pretty troublesome, the rate of recovery of material also very low technical problem, its key points of the technical solution are that a kind of mansion foundation pit pillar construction, including stake is poured, it is described to pour stake and be embedded in soil layer；Described pour is equipped with mounting hole in stake, sliding is equipped with steel pipe post in the mounting hole, and described pour is additionally provided with bottom plate in stake；The bottom plate is equipped with the adjusting component for adjusting steel pipe post height, and the adjusting component includes the fixing seat being arranged on the bottom plate, and sliding is connected with lifting pin in the fixing seat, and the lifting pin is connect with the steel pipe post；Having the technical effect that for having facilitates construction, and is convenient for the dismounting in later period, and material yield rate is higher.
Description
Technical field
The utility model relates to building foundation pit fields, in particular to mansion foundation pit pillar construction.
Background technique
As skyscraper is more and more, deep-foundation pit engineering inevitably occurs；Traditional pattern foundation pit supporting structure column is all
It is welded using cast in situs or using fashioned iron lattice column, long construction period, and also the later period removes and is more troublesome, after dismounting
Stock utilization it is lower.
Currently, to disclose a kind of armored concrete vertical for the Chinese patent that notification number in the prior art is CN207499248U
Rod structure, it includes column, the cylindrical link block that the column is embedded with, and the link block is rubber structure or wooden knot
Structure, the exposed surface in the column in the end face of the link block.
This reinforced concrete upright column structure, although can be used as pit prop, reinforcing bar disclosed in the prior art
Concrete upright column structure needs to carry out cast in situs, and construction is more troublesome, and the later period removes also pretty troublesome, the recycling of material
Rate is also very low.
Utility model content
The purpose of the utility model is to provide a kind of mansion foundation pit pillar constructions, its advantage is that more conveniently construct, and
Convenient for the dismounting in later period, material yield rate is higher.
The above-mentioned technical purpose of the utility model has the technical scheme that a kind of mansion foundation pit column
Structure, including pour stake, it is described to pour stake and be embedded in soil layer；Described pour is equipped with mounting hole in stake, sliding in the mounting hole
It moves and is equipped with steel pipe post, described pour is additionally provided with bottom plate in stake；The bottom plate is equipped with the tune for adjusting steel pipe post height
Component is saved, the adjusting component includes the fixing seat being arranged on the bottom plate, and sliding is connected with lifting pin in the fixing seat,
The lifting pin is connect with the steel pipe post.
Mounting hole is equipped in stake through the above technical solutions, pouring, sliding is equipped with steel pipe post in mounting hole；It pours in stake
It is additionally provided with bottom plate, bottom plate is equipped with the adjusting component for adjusting steel pipe post height, and adjusting component includes being arranged on bottom plate
Fixing seat, sliding is connected with lifting pin in fixing seat, and lifting pin is connect with steel pipe post；It pours stake to be embedded in soil layer, make
It is relatively stable stake must to be poured；Steel pipe post sliding is arranged in the mounting hole for pouring stake, has been convenient for the installation of steel pipe post and has torn open
It unloads, and entire steel pipe post can be recycled completely, so that the rate of recovery of material greatly increases；Adjusting component can be to steel pipe
Column carries out the fine tuning in short transverse, so that steel pipe post be allow preferably to be used for the foundation pit of different depth.
The utility model is further arranged to: described to pour stake include several masters along the steel pipe post circle distribution
Muscle, several main ribs are arranged with spiral helicine fastening rib.
Through the above technical solutions, pouring stake includes several main reinforcements along steel pipe post circumference respectively, several main reinforcement windings
There is spiral helicine fastening rib, increase the structural strength for pouring stake, so that it is more stable to pour stake.
The utility model is further arranged to: the fastening rib is gradually increased close to bottom plate direction density, and main ribs are leaned on
The position of nearly bottom plate, which is also bound round, is equipped with several Reinforced Hoops.
Through the above technical solutions, fastening rib is gradually increased close to bottom plate direction density, main reinforcement close to the position of bottom plate also
Hoop is equipped with several Reinforced Hoops, so that closer to bottom plate direction, the intensity for pouring stake is higher, to be made with relatively reasonable material
Pour the structural strength highest of stake；The setting of Reinforced Hoop further enhances the structural strength for pouring a upper end, steel pipe post master
It slides in the upper part for pouring stake, and then ensures that steel pipe post sliding is more stable when pouring in stake.
The utility model is further arranged to: Extendible flake, the Extendible flake are along the circumferential direction equipped on the steel pipe post
Reinforcing rib is equipped between the steel pipe post, the lifting pin is connect with the Extendible flake.
Through the above technical solutions, Extendible flake is along the circumferential direction equipped on steel pipe post, between Extendible flake and steel pipe post
Equipped with reinforcing rib, reinforcing rib makes the connection between Extendible flake and steel pipe post stronger；Lifting pin is connect with Extendible flake, from
And height adjustment is preferably carried out to steel pipe post by lifting pin.
The utility model is further arranged to: the steel pipe post is equipped with extension tube, is fixed on the steel pipe post
Guiding tube is fixed with casing in the extension tube, and described sleeve pipe and the guiding tube are bolted.
Through the above technical solutions, steel pipe post is equipped with extension tube, it is fixed with guiding tube on steel pipe post, in extension tube
It is fixed with casing, extension tube is set on guiding tube, and casing is set on steel pipe post, the lower end of extension tube and steel pipe post
Upper end abuts, and is then fixed casing and extension tube by bolt, to preferably be connected steel pipe post and extension tube
It connects, mounting means is more efficient and convenient, and stable structure.
The utility model is further arranged to: the extension tube is equipped with loading plate, the loading plate far from one end of bottom plate
Supporting steel plate is equipped between the steel pipe post.
Through the above technical solutions, extension tube is equipped with loading plate far from one end of bottom plate, loading plate is used to support on foundation pit
The crossbeam etc. in portion, loading plate increase the contact area of crossbeam and column, so that support is more stable；Loading plate and steel pipe are vertical
Supporting steel plate is equipped between column, supporting steel plate strengthens the bonding strength between loading plate and steel pipe post, so that loading plate
Bearing capacity is stronger.
The utility model is further arranged to: the steel pipe post is equipped with sealing component, the sealing close to bottom plate one end
Component includes the steel plate for sealing water for being symmetricly set on the steel pipe post two sides, and the steel plate for sealing water and the steel pipe post are detachable
Connection.
Through the above technical solutions, steel pipe post is equipped with sealing component close to bottom plate one end, sealing component is for preventing ground
It is lauched and penetrates on bottom plate, prevented also from rain penetration to pouring in stake, avoiding soft soil influences to pour the stability of stake
The case where；Sealing component includes the steel plate for sealing water for being symmetricly set on steel pipe post two sides, and steel plate for sealing water is detachable with steel pipe post
Connection, and then facilitate the installation and removal to steel plate for sealing water.
The utility model is further arranged to: being equipped with anchor ear on the symmetrical steel plate for sealing water, the symmetrical anchor ear
It is bolted.
Through the above technical solutions, being equipped with anchor ear on symmetrical steel plate for sealing water, symmetrical anchor ear is bolted, and is embraced
Hoop can more stable hoop be located on steel pipe post, further facilitate the installation of steel plate for sealing water.
The utility model is further arranged to: the steel plate for sealing water is equipped with rubber washer close to the side of bottom plate.
Through the above technical solutions, steel plate for sealing water is equipped with rubber washer close to the side of bottom plate, rubber washer is supported with bottom plate
Touching, the sealing performance of rubber washer is more preferable, to further improve water-stagnating effect.
In conclusion the utility model has the following beneficial effects:
1, it pours and is equipped with mounting hole in stake, sliding is equipped with steel pipe post in mounting hole, is equipped between steel pipe post and bottom plate
Component is adjusted, the height of steel pipe post can be preferably adjusted, so that steel pipe post is preferably applied to different depth
Foundation pit；
2, guiding tube is fixed on steel pipe post, extension tube is equipped with and is fixed with casing, and extension tube is set on guiding tube, set
Pipe sleeve is located on steel pipe post, and the lower surface of extension tube and the upper surface of steel pipe post contradict, and casing and guiding tube pass through bolt
Connection；To preferably connect steel pipe post with extension tube, so that installation and removal are all more convenient, and stable structure.
Detailed description of the invention
Fig. 1 is the whole structural schematic diagram of the present embodiment；
Fig. 2 is the structural schematic diagram for pouring stake of the present embodiment；
Fig. 3 is the structural schematic diagram of the adjusting component and sealing component of the present embodiment；
Fig. 4 is the part A enlarged diagram of Fig. 1；
Fig. 5 is the part B enlarged diagram of Fig. 3.
Appended drawing reference: 1, stake is poured；2, mounting hole；3, steel pipe post；4, bottom plate；5, component is adjusted；6, fixing seat；7, it pushes up
Rising stem；8, main reinforcement；9, fastening rib；10, Reinforced Hoop；11, Extendible flake；12, reinforcing rib；13, extension tube；14, guiding tube；15, it covers
Pipe；16, loading plate；17, supporting steel plate；18, sealing component；19, steel plate for sealing water；20, anchor ear；21, rubber washer；22, it adjusts
Knob.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment:
With reference to Fig. 1 and Fig. 2, a kind of mansion foundation pit pillar construction, including stake 1 is poured, it pours stake 1 and is embedded in soil layer, pour
It builds stake 1 to form using reinforcing bar and concreting, pours several main reinforcements 8 for being equipped with circle distribution in stake 1, wound in main reinforcement 8
There is fastening rib 9, fastening rib 9 is in the shape of a spiral；Fastening rib 9 is gradually increased towards the direction of bottom plate 4, the density of fastening rib 9；Pour stake
1 has several Reinforced Hoops 10 close to one end uniform array of bottom plate 4.
Referring to figs. 2 and 5, it pours and is prefabricated with mounting hole 2 in stake 1, sliding is connected with steel pipe post 3, steel pipe in mounting hole 2
Extendible flake 11 is fixedly connected on column 3, Extendible flake 11 and 3 side wall of steel pipe post are equipped with reinforcing rib 12；Steel pipe post 3 and bottom plate
It is equipped between 4 and adjusts component 5, adjusting component 5 includes the fixing seat 6 being fixedly connected with bottom plate 4, slides and is connected in fixing seat 6
Lifting pin 7, is rotatably connected to the adjusting knob 22 being threadedly engaged with lifting pin 7 in fixing seat 6, lifting pin 7 far from bottom plate 4 one
End is abutted with Extendible flake 11；It, can be preferably to steel pipe by rotating adjusting knob 22 when needing to adjust height steel pipe post 3
The height of column 3 is adjusted；Adjust component 5 along steel pipe post 3 circumferencial direction uniform array there are four so that adjust more
Steadily.
With reference to Fig. 3 and Fig. 4, it is fixed with guiding tube 14 on steel pipe post 3, extension tube 13 is arranged on guiding tube 14, extends
Casing 15 is fixed on pipe 13, casing 15 coats steel pipe post 3, locks between casing 15 and extension tube 13 by bolt；?
When extension tube 13 is installed, guiding tube 14 and extension tube 13 are agreed with, then locked by bolt, it can be more stable by extension tube
13 are securely attached to together with guiding tube 14；Prolonging for production different length preferably can be carried out according to the depth of practical foundation pit
Long tube 13 can also carry out segmental machining and transport to pillar, preferably reduce the difficulty of processing and transport.
With reference to Fig. 3, extension tube 13 is fixed with loading plate 16 far from one end of bottom plate 4, and loading plate 16 is for carrying foundation pit
The side wall of the crossbeam of side, loading plate 16 and extension tube 13 is fixedly connected with supporting steel plate 17, preferably increases loading plate 16
Bearing capacity.
Referring to figs. 2 and 5, steel pipe post 3 is equipped with sealing component 18 close to the position of bottom plate 4, and sealing component 18 includes pair
Claim the steel plate for sealing water 19 that 3 two sides of steel pipe post are set, is fixedly connected with anchor ear 20, symmetrical two sealings on steel plate for sealing water 19
Steel plate 19 is bound round and is located on steel pipe post 3 by anchor ear 20, and rubber washer 21, rubber are equipped between steel plate for sealing water 19 and bottom plate 4
21 sealing performance of rubber gasket is preferable, can preferably keep out the infiltration of water.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (9)
1. a kind of mansion foundation pit pillar construction, including stake (1) is poured, it is described to pour stake (1) and be embedded in soil layer；
It is characterized in that, described pour in stake (1) is equipped with mounting hole (2), described pour is additionally provided with bottom plate (4) on stake (1)；It is described
Sliding is equipped with steel pipe post (3) in mounting hole (2), and the bottom plate (4) is equipped with the adjusting for adjusting steel pipe post (3) height
Component (5), described adjust component (5) include the fixing seat (6) being arranged on the bottom plate (4), are slid on the fixing seat (6)
It is connected with lifting pin (7), the lifting pin (7) connect with the steel pipe post (3).
2. foundation pit pillar construction in mansion according to claim 1, which is characterized in that described to pour stake (1) include along described
Several main reinforcements (8) of steel pipe post (3) circle distribution, several main ribs (8) are arranged with spiral helicine fastening rib (9).
3. foundation pit pillar construction in mansion according to claim 2, which is characterized in that the fastening rib (9) is close to bottom plate (4)
Direction density is gradually increased, and main ribs (8) also bind round close to the position of bottom plate (4) and are equipped with several Reinforced Hoops (10).
4. foundation pit pillar construction in mansion according to claim 1, which is characterized in that on the steel pipe post (3) circumferentially
Direction is equipped with Extendible flake (11), is equipped with reinforcing rib (12) between the Extendible flake (11) and the steel pipe post (3), the jacking
Bar (7) is connect with the Extendible flake (11).
5. foundation pit pillar construction in mansion according to claim 4, which is characterized in that the steel pipe post (3), which is equipped with, prolongs
Long tube (13) is fixed with guiding tube (14) on the steel pipe post (3), is fixed with casing (15), institute on the extension tube (13)
It states casing (15) and the guiding tube (14) is bolted.
6. foundation pit pillar construction in mansion according to claim 5, which is characterized in that the extension tube (13) is far from bottom plate
(4) one end is equipped with loading plate (16), is equipped with supporting steel plate (17) between the loading plate (16) and the steel pipe post (3).
7. foundation pit pillar construction in mansion according to claim 1, which is characterized in that the steel pipe post (3) is close to bottom plate
(4) one end is equipped with sealing component (18), and the sealing component (18) includes being symmetricly set on stopping for the steel pipe post (3) two sides
Water steel plate (19), the steel plate for sealing water (19) are detachably connected with the steel pipe post (3).
8. foundation pit pillar construction in mansion according to claim 7, which is characterized in that on the symmetrical steel plate for sealing water (19)
Anchor ear (20) are equipped with, the symmetrical anchor ear (20) is bolted.
9. foundation pit pillar construction in mansion according to claim 8, which is characterized in that the steel plate for sealing water (19) is close to bottom plate
(4) side is equipped with rubber washer (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821288036.4U CN209082510U (en) | 2018-08-09 | 2018-08-09 | Mansion foundation pit pillar construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821288036.4U CN209082510U (en) | 2018-08-09 | 2018-08-09 | Mansion foundation pit pillar construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209082510U true CN209082510U (en) | 2019-07-09 |
Family
ID=67114566
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821288036.4U Expired - Fee Related CN209082510U (en) | 2018-08-09 | 2018-08-09 | Mansion foundation pit pillar construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209082510U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962471A (en) * | 2021-03-30 | 2021-06-15 | 中建三局基础设施建设投资有限公司 | Assembled horizontal limiting sand box supporting device and construction method thereof |
-
2018
- 2018-08-09 CN CN201821288036.4U patent/CN209082510U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962471A (en) * | 2021-03-30 | 2021-06-15 | 中建三局基础设施建设投资有限公司 | Assembled horizontal limiting sand box supporting device and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190709 Termination date: 20210809 |