CN104790383A - Stand column pile for foundation pit - Google Patents
Stand column pile for foundation pit Download PDFInfo
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- CN104790383A CN104790383A CN201510088963.6A CN201510088963A CN104790383A CN 104790383 A CN104790383 A CN 104790383A CN 201510088963 A CN201510088963 A CN 201510088963A CN 104790383 A CN104790383 A CN 104790383A
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Abstract
The invention discloses a stand column pile for a foundation pit. By means of the stand column pile for the foundation pit, construction and disassembling are convenient, the manufacturing cost can be reduced, and the stability of the structure of the foundation pit is better improved. The stand column pile comprises a concrete prefabricating pile located at the lower portion of the stand column pile and a metal stand column located at the upper portion of the stand column pile. A connecting end plate for connecting the concrete prefabricating pile with the metal stand column is further arranged at the upper end of the concrete prefabricating pile, the connecting end plate and the concrete prefabricating pile are of an integral molding structure, and the connecting end plate and concrete of the concrete prefabricating pile are bonded together.
Description
The application is the applying date: on August 15th, 2013, application number is: 2013103554264, and denomination of invention is: a kind of divisional application of upright column pile for foundation pit.
Technical field
The present invention relates to building foundation pit and go along with sb. to guard him field, be specifically related to a kind of upright column pile for foundation pit.
Background technology
In order to ensure the safety of underground structure and foundation ditch surrounding enviroment, need foundation pit side-wall and around adopt the safeguard procedures such as support, reinforcing.Building foundation pit supporting generally includes the one group of engineering method stake arranged around margin of foundation pit, is positioned at and encloses purlin beam inside engineering method stake, and some being arranged on encloses horizontal shore between purlin beam and stand column pile is formed.Stand column pile is often connected with supporting piece, forms supporter, for supporting the vertical load and moment of flexure that horizontal shore in foundation ditch transmits.The stand column pile of current foundation ditch generally includes following two types: one, the stand column pile that the castinplace pile utilizing on-the-spot also concreting of holing to form and steel lattice column form jointly; Such as, China Patent Publication No. CN202688989U, publication date on 01 23rd, 2013, the name of innovation and creation is called stand column pile, comprises pile body and column, and described column comprises reinforcing cage and is positioned at the lattice column at reinforcing cage top, and pile body is castinplace pile.When column hangs onto castinplace pile that after-pouring concrete in stake holes forms and column together forms stand column pile.Its not only large, consuming time length of difficulty of construction of this kind of foundation ditch stand column pile, and engineering input cost is high.Its two, utilize existing shaped steel as the stand column pile of foundation ditch.Because the stand column pile part be arranged in stand column pile below foundation pit earth layer needs to be retained in foundation ditch soil layer, thus when the stand column pile be made up of shaped steel if desired reclaims, need the shaped steel be positioned at above foundation ditch soil layer to cut off to reclaim, it not only reclaims inconvenience, and whole stand column pile adopts shaped steel, and to form its cost also higher.
Summary of the invention
The object of the invention is to there is large, the consuming time length of difficulty of construction to overcome upright column pile for foundation pit of the prior art, engineering input cost is high, and reclaim the problem of inconvenience, there is provided one not only to construct, reclaim conveniently, and can cost of manufacture be reduced and be conducive to the upright column pile for foundation pit of the steadiness improving this body structure of foundation ditch.
Technical scheme of the present invention is:
A kind of upright column pile for foundation pit, comprises the concrete precast pile being positioned at stand column pile bottom and the metal upright post being positioned at stand column pile top.The stand column pile of this programme is made up of concrete precast pile and metal upright post column, when stand column pile is squeezed into after in foundation ditch soil layer, concrete precast pile is positioned at foundation ditch soil layer, and metal upright post is positioned at above soil layer for supporting the vertical load and moment of flexure that foundation ditch horizontal shore transmits.After foundation ditch supports dismounting, metal upright post directly can be removed, recycle; Concrete precast pile is then forever retained in bottom foundation ditch, improves the stability of this body structure of foundation ditch.The stand column pile concrete precast pile squeezed at the bottom of foundation ditch replaces by the stand column pile of this programme, and is then forever retained in bottom foundation ditch by concrete precast pile, has not only saved steel, has reduced construction costs, and is conducive to the steadiness improving this body structure of foundation ditch.
As preferably, concrete precast pile upper end is also provided with the connection end plate for connecting concrete precast pile and metal upright post, connect end plate and concrete precast pile and to be formed in one structure, and the concrete bonding of connection end plate and concrete precast pile is integrated.Be provided with some cage of reinforcement extended toward upper end from concrete precast pile lower end in concrete precast pile, and the upper end of each cage of reinforcement is resisted against on the plate face of connection end plate.
Because cage of reinforcement is extended toward upper end from the lower end of concrete precast pile, and the upper end of each cage of reinforcement is resisted against on the plate face of connection end plate; Stand column pile squeezed in the process of foundation ditch soil layer, the pressure be delivered on concrete precast pile by metal upright post will be directly delivered on cage of reinforcement, be born by cage of reinforcement; Effectively avoiding the concrete precast pile top be connected with metal upright post to ftracture because bearing pressure, coming off, causing concrete precast pile to be destroyed, affect verticality and the bearing value of whole stand column pile.
As preferably, metal upright post be connected between end plate by weld or bolt or flange or sulphide mastic are connected.
As another kind of preferred version, some cage of reinforcement extended toward upper end from concrete precast pile lower end are provided with in concrete precast pile, each cage of reinforcement is parallel to each other and is evenly distributed in concrete precast pile, and one end of each cage of reinforcement extends to outside concrete precast pile upper surface; The top of concrete precast pile upper end is provided with the carrying end plate be connected with each cage of reinforcement, this carrying end plate and cage of reinforcement perpendicular, and carrying end plate and concrete precast pile upper surface between be provided with gap; The upper surface of carrying end plate is provided with some connecting through holes corresponding with cage of reinforcement; Be positioned at each cage of reinforcement connecting through hole being plugged in correspondence from bottom to top outside concrete precast pile upper surface, and connect by being weldingly connected between carrying end plate and each cage of reinforcement, described metal upright post is arranged on the top of carrying end plate, and the lower end of metal upright post is connected with carrying end plate.
Because carrying end plate is connected with the cage of reinforcement extended to outside concrete precast pile upper surface, and carry between end plate and concrete precast pile upper surface and be provided with gap; Thus squeeze in stand column pile in the process of foundation ditch soil layer, the pressure be delivered on concrete precast pile by metal upright post will be directly delivered on cage of reinforcement, be born by cage of reinforcement; The concrete precast pile top be connected with metal upright post can being avoided to ftracture because bearing pressure, coming off, causing concrete precast pile to be destroyed, affect verticality and the bearing value of whole stand column pile.
On the other hand, owing to being provided with gap between carrying end plate and concrete precast pile upper surface, thus squeeze in stand column pile in the process of foundation ditch soil layer, the elastic deformation of cage of reinforcement is by the cage of reinforcement that mainly occurs between carrying end plate and concrete precast pile upper surface, avoid the cage of reinforcement generation deformation of concrete precast pile inside, and cause the concrete cracking of concrete precast pile; Thus concrete deformation limit is much smaller than the deformation limit of cage of reinforcement, and the deformation once cage of reinforcement exceedes concrete deformation limit, just easily causes concrete cracking.
As preferably, connecting through hole is stepped throughhole, and the sectional area of connecting through hole is up big and down small; The end of the described cage of reinforcement be plugged in each connecting through hole is in connecting through hole upper port and between the step surface of connecting through hole upper port; Welding position between carrying end plate and each cage of reinforcement is arranged in connecting through hole, and the full connecting through hole upper port of fill solder and the connecting through hole between the step surface of connecting through hole upper port, solder surface polishing to carrying end plate upper surface flush; Described carrying end plate upper surface is also provided with and the junction plate carrying end plate and be connected, and junction plate soffit fits with carrying end plate upper surface and solder surface; Described metal upright post is arranged on the top of junction plate, and the lower end of metal upright post is connected with junction plate.
Owing to connecing by being weldingly connected between the plate cage of reinforcement of bearing end, and carry between end plate and concrete precast pile upper surface and be provided with gap, although it can avoid concrete precast pile top to ftracture because bearing pressure, the problem come off; But squeeze in the process of foundation ditch soil layer in stand column pile, once have a cage of reinforcement and carrying end plate between weld cracking, inefficacy, then be easy to cause the weld cracking between remaining cage of reinforcement and carrying end plate, inefficacy, the bearing surface carrying end plate is caused to tilt, and then cause metal upright post to tilt, whole stand column pile was lost efficacy; Thus this programme improves for this problem, effectively solves the problem.
Connecting through hole is set to up big and down small stepped throughhole by this programme, and by the end of cage of reinforcement this connecting through hole upper port and near connecting through hole upper port step surface between; The bonding area that so not only can increase weld seam and cage of reinforcement and carry between end plate, and when after the full connecting through hole upper port of fill solder and the connecting through hole between the step surface of connecting through hole upper port, cage of reinforcement upper end will be covered by there being the solder of a weld seam, now by solder surface polishing to carrying end plate upper surface flush, and junction plate be fixed on carrying end plate upper surface and fit with solder surface; Thus squeeze in stand column pile in the process of foundation ditch soil layer, even if the weld cracking between cage of reinforcement and carrying end plate, inefficacy, power still can be delivered on cage of reinforcement by solder by junction plate reliably, keep the bearing surface of junction plate to be in level, and then ensure that metal upright post and stand column pile are in vertical state.
As preferably, the spacing between carrying end plate and concrete precast pile upper surface is less than the diameter of cage of reinforcement.Because the spacing between carrying end plate and concrete precast pile upper surface is less than the diameter of cage of reinforcement, it can effectively ensure to squeeze in the process of foundation ditch soil layer in stand column pile, can not there is plastic deformation in the cage of reinforcement between carrying end plate and concrete precast pile upper surface, and then ensure that metal upright post and stand column pile are in vertical state.
As preferably, concrete precast pile is hollow concrete preformed pile, and the hollow hole of concrete precast pile runs through the two ends of concrete precast pile, and the circular in cross-section of hollow hole; Described each cage of reinforcement is uniform around hollow hole circumference.
As preferably, in concrete precast pile, be provided with some cage of reinforcement extended toward upper end from concrete precast pile lower end; And before concrete precast pile makes, each cage of reinforcement is stretched in its elastic deformation; In concrete precast pile manufacturing process, keep the stretching to each cage of reinforcement, the prestressing force on each cage of reinforcement is remained in concrete precast pile finished product.
Because concrete precast pile will forever be retained in bottom foundation ditch, to improve the stability of this body structure of foundation ditch, thus this programme carries out stretch processing to the cage of reinforcement in concrete precast pile, and the prestressing force of cage of reinforcement is kept in concrete precast pile finished product after it has been manufactured, thus when the two ends being retained in the concrete precast pile in foundation ditch soil layer are stretched or concrete precast pile is squeezed, then need to overcome the prestressing force in concrete precast pile in advance, thus the resistivity of concrete precast pile can be improved, improve the rigidity of concrete precast pile, postpone the time that concrete precast pile crack occurs, the application life of improving concrete precast pile and the contribution improved the firm performance of foundation ditch.
As preferably, metal upright post is H profile steel, and described concrete precast pile is hollow concrete preformed pile.
As preferably, concrete precast pile is hollow concrete preformed pile, and the hollow hole of concrete precast pile runs through the two ends of concrete precast pile, and the circular in cross-section of hollow hole; Correspondingly near its top and bottom in described hollow hole be provided with upper and lower two seal cover boards, and form airtight storage chamber in hollow hole between upper and lower two seal cover boards; Hollow hole inwall between upper and lower two seal cover boards is provided with some spout holes running through concrete precast pile, is provided with thin-walled sealing plate in each spout hole by its external port place, and thin-walled sealing plate medial surface is provided with V-arrangement easily broken groove; Described storage chamber inwall has been equally spaced from top to bottom some water bags, the coaxial rotating shaft arranged is provided with in described hollow hole, axle sleeve is provided with in the middle part of top cover labyrinth plate, rotating shaft is down positioned at storage chamber through the axle sleeve of top cover labyrinth plate by hollow hole upper end, position corresponding with each water bag in described rotating shaft is respectively equipped with the puddler extended along hollow hole radial direction, is covered with dry expansive cement in described storage chamber.
When the metal upright post disassembly & recycling in stand column pile, and concrete precast pile is retained in after bottom foundation ditch, can rotating shaft (driving whole axis of rotation by the rotating shaft at hollow hole upper port place), drive puddler to rotate; In puddler rotation process, water bag is destroyed, the water in water bag is flowed out and mixes with the expansive cement in storage chamber, and stirred by puddler; To expand after expansive cement mixes with water, due to the thin-walled sealing plate structure in each spout hole weak and its on be also provided with V-arrangement easily broken groove, thus in expansive cement expansion process, each spout hole thin-walled sealing plate is burst, make expansive cement spill in foundation ditch soil layer by each spout hole; When some tentacles will be formed at concrete precast pile after expansive cement solidification, concrete precast pile is fixed in foundation ditch soil layer firmly, also effectively improves the steadiness of foundation ditch soil layer simultaneously further.
The invention has the beneficial effects as follows: not only there is construction, reclaim feature easily, and can cost of manufacture be reduced and be conducive to improving the steadiness of foundation ditch this body structure.
Accompanying drawing explanation
Fig. 1 is the explosive view of a kind of upright column pile for foundation pit of embodiments of the invention 1.
Fig. 2 is a kind of structural representation after a kind of upright column pile for foundation pit assembling of embodiments of the invention 1.
Fig. 3 is a kind of part section structural representation of a kind of upright column pile for foundation pit of embodiments of the invention 2.
Fig. 4 is the partial enlarged drawing at A place in Fig. 3.
Fig. 5 is a kind of part section structural representation of a kind of upright column pile for foundation pit of embodiments of the invention 4.
Fig. 6 is the partial enlarged drawing at B place in Fig. 5.
In figure: concrete precast pile 1, hollow hole 2, connects end plate 3, metal upright post 4, cage of reinforcement 5, carrying end plate 6, junction plate 7, connecting through hole 8, solder 9, rotating shaft 10, top cover labyrinth plate 11, puddler 12, spout hole 13, lower two seal cover boards 14, water bag 15, storage chamber 16, expansive cement 17, thin-walled sealing plate 18, V-arrangement is broken groove 19 easily.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, the present invention is described in further detail:
Embodiment 1: as shown in Figure 1 and Figure 2, a kind of upright column pile for foundation pit, comprises the concrete precast pile 1 being positioned at stand column pile bottom and the metal upright post 4 being positioned at stand column pile top.Metal upright post is shaped steel, and the metal upright post 4 in the present embodiment is H profile steel.Concrete precast pile 1 is hollow concrete preformed pile.The hollow hole 2 of concrete precast pile 1 runs through the two ends of concrete precast pile.The circular in cross-section of the hollow hole of concrete precast pile or square or regular polygon.Concrete precast pile cross section is circular or oval or triangle or square or polygon.Some cage of reinforcement 5 extended toward upper end from concrete precast pile lower end are provided with in concrete precast pile 1.Each cage of reinforcement is parallel to each other.Each cage of reinforcement is uniform around hollow hole circumference.
Concrete precast pile 1 upper end is also provided with the connection end plate 3 for connecting concrete precast pile and metal upright post.Connect end plate 3 and concrete precast pile 1 to be formed in one structure, and the concrete bonding connecting end plate and concrete precast pile is integrated.The upper end of each cage of reinforcement 5 is resisted against on the plate face of connection end plate 3.Metal upright post 4 be connected between end plate 3 by weld or bolt or flange or sulphide mastic are connected.
The stand column pile of this programme is made up of concrete precast pile and metal upright post.When stand column pile is squeezed into after in foundation ditch soil layer, concrete precast pile is positioned at foundation ditch soil layer; And metal upright post is positioned at above soil layer for supporting the vertical load and moment of flexure that foundation ditch horizontal shore transmits.After foundation ditch supports dismounting, metal upright post directly can be removed, recycle; Concrete precast pile is then forever retained in bottom foundation ditch, improves the stability of this body structure of foundation ditch.
Embodiment 2: all the other structures of the present embodiment are with reference to embodiment 1, and its difference is:
As shown in Figure 3, Figure 4, one end of each cage of reinforcement 5 extends to outside concrete precast pile 1 upper surface.The top of concrete precast pile 1 upper end is provided with the carrying end plate 6 be connected with each cage of reinforcement 5.This carrying end plate 6 is perpendicular with cage of reinforcement 5.Be provided with gap between carrying end plate 6 and concrete precast pile 5 upper surface, and the spacing between carrying end plate and concrete precast pile upper surface is less than the diameter of cage of reinforcement 5.
The upper surface of carrying end plate 6 is provided with some connecting through holes 8 corresponding with cage of reinforcement 5.Connecting through hole is stepped throughhole, and the sectional area of connecting through hole is up big and down small.Be positioned at each cage of reinforcement 5 outside concrete precast pile 1 upper surface from bottom to top be plugged in corresponding connecting through hole 8, and the end being plugged in the cage of reinforcement 5 in each connecting through hole is in connecting through hole upper port and between the step surface of connecting through hole upper port.Connect by being weldingly connected between carrying end plate 6 and each cage of reinforcement 5.Welding position between carrying end plate 6 and each reinforcing bar 5 frame is arranged in connecting through hole, and solder 9 fills full connecting through hole upper port and the connecting through hole 8 between the step surface of connecting through hole upper port.Solder 9 surface finish to carrying end plate 6 upper surface flush.Carrying end plate 6 upper surface is also provided with and the junction plate 7 carrying end plate and be connected, and junction plate soffit fits with carrying end plate upper surface and solder surface.Be weldingly connected between carrying end plate and junction plate.Metal upright post is arranged on the top of carrying end plate, and the lower end of metal upright post is connected with carrying end plate, and specifically, metal upright post 4 is arranged on the top of junction plate 7, and the lower end of metal upright post is connected with junction plate.
Because carrying end plate is connected with the cage of reinforcement extended to outside concrete precast pile upper surface, and carry between end plate and concrete precast pile upper surface and be provided with gap; Thus squeeze in stand column pile in the process of foundation ditch soil layer, the pressure be delivered on concrete precast pile by metal upright post will be directly delivered on cage of reinforcement, be born by cage of reinforcement; The concrete precast pile top be connected with metal upright post can being avoided to ftracture because bearing pressure, coming off, causing concrete precast pile to be destroyed, affect verticality and the bearing value of whole stand column pile.On the other hand, owing to being provided with gap between carrying end plate and concrete precast pile upper surface, thus squeeze in stand column pile in the process of foundation ditch soil layer, the elastic deformation of cage of reinforcement is by the cage of reinforcement that mainly occurs between carrying end plate and concrete precast pile upper surface, avoid the cage of reinforcement generation deformation of concrete precast pile inside, and cause the concrete cracking of concrete precast pile; Thus concrete deformation limit is much smaller than the deformation limit of cage of reinforcement, and the deformation once cage of reinforcement exceedes concrete deformation limit, just easily causes concrete cracking.
Embodiment 3: all the other structures of the present embodiment are with reference to embodiment 1 or embodiment 2, and its difference is:
Some cage of reinforcement extended toward upper end from concrete precast pile lower end are provided with in concrete precast pile; And before concrete precast pile makes, each cage of reinforcement is stretched in its elastic deformation; In concrete precast pile manufacturing process, keep the stretching to each cage of reinforcement, the prestressing force on each cage of reinforcement is remained in concrete precast pile finished product.
Because concrete precast pile will forever be retained in bottom foundation ditch, to improve the stability of this body structure of foundation ditch; Thus this programme carries out stretch processing to the cage of reinforcement in concrete precast pile, and keeps in concrete precast pile finished product after it has been manufactured by the prestressing force of cage of reinforcement; When the two ends being retained in the concrete precast pile in foundation ditch soil layer are stretched or concrete precast pile is squeezed, then need to overcome the prestressing force in concrete precast pile in advance; Thus can improve the resistivity of concrete precast pile, improve the rigidity of concrete precast pile, postpone the time that concrete precast pile crack occurs, the application life of improving concrete precast pile and the contribution improved the firm performance of foundation ditch.
Embodiment 4: all the other structures of the present embodiment are with reference to embodiments 1 or embodiment 2 or embodiment 3, and its difference is:
As shown in Figure 5, Figure 6, the circular in cross-section of the hollow hole 2 of concrete precast pile 1.Correspondingly near its top and bottom in hollow hole 2 be provided with upper and lower two seal cover boards 11,14, and the storage chamber 16 that in hollow hole 2 between upper and lower two seal cover boards 11,14, formation is airtight.Hollow hole 2 inwall between upper and lower two seal cover boards 11,14 is provided with some spout holes 13 running through concrete precast pile.Be provided with thin-walled sealing plate 18 by its external port place in each spout hole, and thin-walled sealing plate medial surface is provided with V-arrangement easily broken groove 19.Storage chamber 16 inwall has been equally spaced from top to bottom some water bags 15.Water bag is fixed on storage chamber inwall.Water bag can be set to plastic water bag.The coaxial rotating shaft 10 arranged is provided with in hollow hole 2.Be provided with axle sleeve in the middle part of top cover labyrinth plate 11, rotating shaft 10 is down positioned at storage chamber 16 through the axle sleeve of top cover labyrinth plate 11 by hollow hole upper end.Position corresponding with each water bag 15 in rotating shaft 10 is respectively equipped with the puddler 12 extended along hollow hole radial direction, and when rotating shaft drives puddler to rotate, puddler will interfere with water bag and be destroyed by water bag.Be covered with dry expansive cement 17 in storage chamber 16, namely in storage chamber, be covered with dry expansive cement powder.
When the metal upright post in stand column pile and connection end plate disassembly & recycling, and concrete precast pile is retained in after bottom foundation ditch; Can, by rotating shaft (driving whole axis of rotation by the rotating shaft at hollow hole upper port place), puddler be driven to rotate.In puddler rotation process, water bag is destroyed, the water in water bag is flowed out and mixes with the expansive cement in storage chamber, and stirred by puddler.To expand after expansive cement mixes with water, due to the thin-walled sealing plate structure in each spout hole weak and its on be also provided with V-arrangement easily broken groove, thus in expansive cement expansion process, each spout hole thin-walled sealing plate is burst, make expansive cement spill in foundation ditch soil layer by each spout hole; When some tentacles will be formed at concrete precast pile after expansive cement solidification, concrete precast pile is fixed in foundation ditch soil layer firmly, also effectively improves the steadiness of foundation ditch soil layer simultaneously further.
Claims (6)
1. a upright column pile for foundation pit, is characterized in that, comprises the concrete precast pile (1) being positioned at stand column pile bottom and the metal upright post (4) being positioned at stand column pile top; Described concrete precast pile (1) upper end is also provided with the connection end plate (3) for connecting concrete precast pile and metal upright post, connect end plate and concrete precast pile and to be formed in one structure, and the concrete bonding of connection end plate and concrete precast pile is integrated.
2. a kind of upright column pile for foundation pit according to claim 1, it is characterized in that, be provided with some cage of reinforcement (5) extended toward upper end from concrete precast pile lower end in described concrete precast pile (1), and the upper end of each cage of reinforcement is resisted against on the plate face of connection end plate (3).
3. a kind of upright column pile for foundation pit according to claim 1 and 2, is characterized in that, described metal upright post be connected between end plate by weld or bolt or flange or sulphide mastic are connected.
4. a kind of upright column pile for foundation pit according to claim 1 and 2, is characterized in that, is provided with some cage of reinforcement extended toward upper end from concrete precast pile lower end in described concrete precast pile; And before concrete precast pile makes, each cage of reinforcement is stretched in its elastic deformation; In concrete precast pile manufacturing process, keep the stretching to each cage of reinforcement, the prestressing force on each cage of reinforcement is remained in concrete precast pile finished product.
5. a kind of upright column pile for foundation pit according to claim 1 and 2, is characterized in that, described metal upright post is H profile steel, and described concrete precast pile is hollow concrete preformed pile.
6. a kind of upright column pile for foundation pit according to claim 1 and 2, is characterized in that, described concrete precast pile is hollow concrete preformed pile, and the hollow hole of concrete precast pile runs through the two ends of concrete precast pile, and the circular in cross-section of hollow hole; Correspondingly near its top and bottom in described hollow hole be provided with upper and lower two seal cover boards, and form airtight storage chamber in hollow hole between upper and lower two seal cover boards; Hollow hole inwall between upper and lower two seal cover boards is provided with some spout holes running through concrete precast pile, is provided with thin-walled sealing plate in each spout hole by its external port place, and thin-walled sealing plate medial surface is provided with V-arrangement easily broken groove; Described storage chamber inwall has been equally spaced from top to bottom some water bags, the coaxial rotating shaft arranged is provided with in described hollow hole, axle sleeve is provided with in the middle part of top cover labyrinth plate, rotating shaft is down positioned at storage chamber through the axle sleeve of top cover labyrinth plate by hollow hole upper end, position corresponding with each water bag in described rotating shaft is respectively equipped with the puddler extended along hollow hole radial direction, is covered with dry expansive cement in described storage chamber.
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| CN201510088963.6A CN104790383B (en) | 2013-08-15 | 2013-08-15 | A kind of upright column pile for foundation pit |
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| CN201510088963.6A CN104790383B (en) | 2013-08-15 | 2013-08-15 | A kind of upright column pile for foundation pit |
| CN201310355426.4A CN103422493B (en) | 2013-08-15 | 2013-08-15 | Upright column pile for foundation pit |
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| CN106480874A (en) * | 2016-12-07 | 2017-03-08 | 福州大学 | Built pile and its construction method using H profile steel and concrete |
| CN106968247A (en) * | 2017-05-17 | 2017-07-21 | 洛阳理工学院 | One kind expansion breaks formula recoverable anchor rod and its construction method |
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| CN107012873B (en) * | 2017-04-13 | 2022-07-08 | 宁波中淳高科股份有限公司 | Prestressed prefabricated lattice column and manufacturing method thereof |
| CN108222024A (en) * | 2018-03-15 | 2018-06-29 | 天津建城基业集团有限公司 | A kind of novel foundation pit supporting pile and its construction method |
| CN111482776B (en) * | 2019-05-31 | 2022-06-03 | 成都辟思航空科技有限公司 | Integral lattice column processing device |
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| CN203514299U (en) * | 2013-08-15 | 2014-04-02 | 东通岩土科技（杭州）有限公司 | Stand column pile |
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| CN106480874A (en) * | 2016-12-07 | 2017-03-08 | 福州大学 | Built pile and its construction method using H profile steel and concrete |
| CN106968247A (en) * | 2017-05-17 | 2017-07-21 | 洛阳理工学院 | One kind expansion breaks formula recoverable anchor rod and its construction method |
| CN106968247B (en) * | 2017-05-17 | 2022-08-19 | 洛阳理工学院 | Expansion pressure-breaking type recyclable anchor rod and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104790383B (en) | 2016-08-17 |
| CN103422493A (en) | 2013-12-04 |
| CN103422493B (en) | 2015-05-13 |
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