CN209082514U - A kind of anti-wall system of combination for foundation engineering - Google Patents

A kind of anti-wall system of combination for foundation engineering Download PDF

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Publication number
CN209082514U
CN209082514U CN201821577560.3U CN201821577560U CN209082514U CN 209082514 U CN209082514 U CN 209082514U CN 201821577560 U CN201821577560 U CN 201821577560U CN 209082514 U CN209082514 U CN 209082514U
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CN
China
Prior art keywords
pile body
baffle
combination
foundation engineering
wall system
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201821577560.3U
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Chinese (zh)
Inventor
纪晓玲
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Shenzhen Pengsheng Construction Co Ltd
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Shenzhen Pengsheng Construction Co Ltd
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Publication date
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Priority to CN201821577560.3U priority Critical patent/CN209082514U/en
Application granted granted Critical
Publication of CN209082514U publication Critical patent/CN209082514U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of anti-wall systems of the combination for foundation engineering, it is related to foundation engineering technical field, its technical solution includes prefabricated profiled pile body, the sliding slot along pile body length direction is offered on the two sides that the pile body is parallel to each other, it is provided with the baffle with pile body sliding connection between pile body described in each adjacent two, is provided with slide assemblies compatible with the sliding slot on the baffle.The utility model has the advantages that passing through being applied in combination between pile body and baffle, the effect of the anti-soil of preferable water blocking can be played to foundation pit, and pile body be it is prefabricated profiled, directly can be squeezed into foundation pit with piling machine, baffle is then inserted between pile body, it is applied in combination with pile body, using this kind of mode, more convenient baffle can be installed, and can realize recycling, pollution on the environment is reduced, it is at low cost.

Description

A kind of anti-wall system of combination for foundation engineering
Technical field
The utility model relates to foundation engineering technical field, in particular to the anti-wall system of a kind of combination for foundation engineering System.
Background technique
In general, when building the underground structrue engineerings such as basement or underground civil defense engineering, it is necessary first to pattern foundation pit supporting structure is carried out, The main purpose of pattern foundation pit supporting structure is earth-retaining sealing, prevents foundation pit external construction, road, pipeline etc. to be deformed displacement and destroys, full Sufficient hypogee safe construction requirement.Therefore, the major way of pattern foundation pit supporting structure is that mixing pile forms water-stop curtain, but stirs at present Pile driving construction needs a large amount of cement, and dust pollution is serious and long in time limit, and can not reuse, and increases construction cost.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of combinations for foundation engineering Anti- wall system, its advantage is that the anti-soil of preferable water blocking can be played to foundation pit by being applied in combination between pile body and baffle Effect, and pile body be it is prefabricated profiled, directly can be squeezed into foundation pit with piling machine, baffle is then inserted between pile body, It is applied in combination with pile body, using this kind of mode, more convenient baffle can be installed, and can realize repetition benefit With, pollution on the environment is reduced, it is at low cost.
The above-mentioned purpose of the utility model has the technical scheme that a kind of group for foundation engineering Anti- wall system, including prefabricated profiled pile body are closed, is offered on the two sides that the pile body is parallel to each other along pile body length side To sliding slot, the baffle with pile body sliding connection is provided between pile body described in each adjacent two, be provided on the baffle with The compatible slide assemblies of the sliding slot.
By using above-mentioned technical proposal, sliding slot constitutes an entirety by prefabrication process and pile body, carries out to ground When supporting, prefabricated pile body is driven into foundation pit vertically, the setting of pile body interval, one gear of setting between each adjacent two pile body Plate is detachably connected between baffle and pile body in order to earth-retaining sealing, easy for installation, and project cost is low, and environment is made in reduction At pollution.
The utility model is further arranged to: the two sides that the baffle is parallel to each other offer shifting chute, the Slide Group Part includes the horizontal elastic component being fixedly connected in shifting chute, and the elastic component is fixedly connected with fixation close to one end of pile body Column, the fixed column is cylindrical, and the fixed column is fixedly connected with sliding block far from one end of the elastic component, and the sliding block is Gore, is also provided with inserting groove compatible with the sliding block in the sliding slot, the sliding block cutting along vertical direction Face is triangular in shape, along the rectangular in cross-section of horizontal direction.
By using above-mentioned technical proposal, when installing to baffle, make sliding block in sliding slot along the length of sliding slot Direction moves downward, and elastic component is in compressive state at this time, when sliding block slides at inserting groove, acts in the elastic force of elastic component Under, sliding block can be headed into inserting groove, at this point, sliding block is stuck in inserting groove, therefore, baffle is fixed, and it is in water Square will not move upwards, when needing to disassemble baffle, manually be lifted up baffle because sliding block close to ground and Both ends far from ground are inclined-plane, and therefore, when artificial exert oneself, sliding block can be skidded off along the notch of inserting groove, easy to operate Fast, practicability is stronger.
The utility model is further arranged to: being additionally provided on the shifting chute and fixed column can carry out to fixing The limit assembly of limit.
It is fixed when elastic component drives fixed column and sliding block to move in the horizontal direction by using above-mentioned technical proposal Column may generate shaking in the vertical direction, and limit assembly can limit fixed column and can only be moved in the horizontal direction, make Fixed column and slide block movement it is more stable, and then improve the stability of baffle, keep the retaining soil and water effect of baffle more preferable.
The utility model is further arranged to: the limit assembly includes the limiting slot opened up on the cell wall of shifting chute, The limiting slot is horizontally disposed, and level is fixedly connected with limit compatible with the limiting slot on the circumferential surface of the fixed column Item, the positive stop strip are slidably connected in limiting slot.
By using above-mentioned technical proposal, when elastic component drives fixed column and sliding block to move in the horizontal direction, limit Item slides in limiting slot so that fixed column and sliding block are merely able to be slided along horizontal direction, thus make sliding block and Fixed column is more stable, improves the stability of baffle.
The utility model is further arranged to: threaded hole, screw thread in the threaded hole are offered on the side wall of the baffle It is connected with puller bolt.
By using above-mentioned technical proposal, when sliding block is inserted into inserting groove, in order to prevent baffle vertical direction after Continuous sliding, tightens puller bolt, puller bolt is made to hold out against the outer wall of fixed column, fixed column can be made to be fixed column in this way, will not The displacement of horizontal direction is generated under the contraction of elastic component.
The utility model is further arranged to: the elastic component is spring.
By using above-mentioned technical proposal, using spring, deformation occurs for meeting under the action of by external force for spring, and removes It then can quickly restore to the original state after external force, and the cost of spring is low, practicability is stronger, easy to operate.
The utility model is further arranged to: the pile body is I-steel.
By using above-mentioned technical proposal, the edge of a wing of I-steel is wide, and lateral rigidity is big, and bending resistance is stronger, can be over the ground Base carries out preferable supporting, and its processing and installation is more convenient, and at low cost.
The utility model is further arranged to: the baffle is the notch board of brake forming, wherein two opposite edge are curved Curl portion, in addition two opposite edge are straight flange portion.
The utility model is further arranged to: the baffle is less than spill along the concave bottom width of horizontal direction cross section Mouth width degree.
By using above-mentioned technical proposal, this kind of notch board support strength in use and bending resistance are relatively good, Effective supporting can be carried out to ground, guarantee the safety in ground, staff is avoided to be damaged.
In conclusion the utility model has the following beneficial effects:
By being applied in combination between pile body and baffle, the effect of the anti-soil of preferable water blocking can be played to foundation pit, and Pile body be it is prefabricated profiled, directly can be squeezed into foundation pit with piling machine, baffle is then inserted between pile body, makes itself and pile body It is applied in combination, using this kind of mode, more convenient baffle can be installed, and can realize recycling, reduced to ring It is polluted caused by border, it is at low cost.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model;
Fig. 2 is the cross-sectional view that the utility model embodies internal structure;
Fig. 3 is the enlarged drawing in the portion A in Fig. 2;
Fig. 4 is the schematic diagram that the utility model embodies bolt.
Appended drawing reference: 1, pile body;11, sliding slot;111, inserting groove;2, baffle;21, slide assemblies;211, elastic component;212, Fixed column;213, sliding block;22, shifting chute;23, limit assembly;231, limiting slot;232, positive stop strip;24, puller bolt.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.The wherein identical attached drawing of identical components Label indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "upper", "lower", " bottom Face " and " top surface " refer to that the direction in attached drawing, word "inner" and "outside" are referred respectively to towards or away from particular elements geometry The direction at center.
Embodiment: a kind of anti-wall system of combination for foundation engineering, as shown in Figure 1, include prefabricated profiled pile body 1, And the baffle 2 between each adjacent two pile body 1, pile body 1 is squeezed into ground vertically with piling machine, and surround foundation pit side Wall one week, so as to realize the support action to ground side wall, sand waterproof reduced the usage quantity of pile body 1, saved construction Cost.Pile body 1 in the embodiment uses I-steel, and the edge of a wing of I-steel is wide, and lateral rigidity is big, and bending resistance is stronger, can Preferable supporting is carried out to ground, and its processing and installation is more convenient, and at low cost.
Baffle 2 is the notch board of brake forming, wherein two opposite edge are bending edge, in addition two opposite edge are straight Edge.Baffle 2 is less than spill mouth width degree along the concave bottom width of horizontal direction cross section.
As depicted in figs. 1 and 2, baffle 2 is mounted and dismounted for convenience, realizes the secondary use of baffle 2, it is adjacent Two pile bodies 1 side close to each other offers sliding slot 11, and sliding slot 11 is opened up along the length direction of pile body 1.In baffle 2 along perpendicular Histogram is respectively arranged with to the two sides being parallel to each other to see Fig. 3 along the slide assemblies 21(that sliding slot 11 slides).
As shown in figure 3, being also provided with for slide assemblies 21 in the two sides that baffle 2 is parallel to each other along vertical direction in level The shifting chute 22 just moved upwards.
As shown in figure 3, slide assemblies 21 include the elastic component 211 for being fixedly connected on 22 slot bottom of shifting chute, elastic component 211 is adopted With for spring, elastic component 211 is fixedly connected with fixed column 212 far from one end level of 22 slot bottom of shifting chute, and fixed column 212 is separate One end of elastic component 211 is fixedly connected with sliding block 213, and sliding block 213 is in triangular prism, and section along vertical direction is in triangle Shape.
The inserting groove 111 being inserted into for sliding block 213, the shape and cunning of inserting groove 111 are also provided at the slot bottom of sliding slot 11 The shape of block 213 is adapted, and the section of inserting groove 111 along vertical direction is triangular in shape.
When being installed to baffle 2, sliding block 213 is directed at sliding slot 11, makes the slide downward along vertical direction of baffle 2, When sliding block 213 slides at inserting groove 111, due to the elastic reaction of elastic component 211, sliding block 213 can be pressed into grafting In slot 111, to make it not to be further continued for slide downward without external forces 2 card column of baffle.
Since the two sides that sliding block 213 is parallel to each other in the horizontal direction are in plane, when thering is husky, soil or water to gush out, The side wall of sliding block 213 can push against inserting groove 111, and baffle 2 will not generate displacement in the horizontal direction, so as to realize pair The effect of pattern foundation pit supporting structure.
Inserting groove 111 be arranged at intervals with along the length direction of vertical chute 11 it is multiple, staff can according to scene Actual conditions determine the position of baffle 2, operate enhanced convenience, and practicability is stronger.
When needing to remove on baffle 2, it is only necessary to which operator exerts a force to baffle 2, due to the upper surface of sliding block 213 Inclined with lower end surface, therefore, under by external force, sliding block 213 can be transported towards the direction close to elastic component 211 It is dynamic, and then elastic component 211 is compressed, it so as to extract baffle 2 out, is convenient for disassembly, can be realized to baffle 2 Recycling.
As shown in figure 3, being provided with limit assembly in shifting chute 22 in order to avoid sliding block 213 shakes in the vertical direction 23.Limit assembly 23 includes the limiting slot 231 that level is provided on the cell wall of shifting chute 22, and limiting slot 231 moves along slot 22 Length direction open up, positive stop strip 232 compatible with limiting slot 231 is fixedly connected on the outer wall of fixed column 212, limit Item 232 is slidably connected in limiting slot 231, and can be slided in limiting slot 231 under the effect of the elastic force of elastic component 211.
Fixed column 212 can be limited in this way can only generate displacement in the horizontal direction, transport fixed column 212 and sliding block 213 Dynamic is more stable, and then improves the stability of baffle 2, keeps the retaining soil and water effect of baffle 2 more preferable.
As shown in Figure 3 and Figure 4, when sliding block 213 is plugged in inserting groove 111, in order to avoid external force makes baffle 2 It glides, therefore offers threaded hole on the side wall of fixed column 212, puller bolt 24 is threaded in threaded hole.Work as behaviour After the position that personnel have determined baffle 2, puller bolt 24 is turned, puller bolt 24 is made closely to hold out against fixed column 212, thus Anti- baffle plate 2 slides.
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. the anti-wall system of a kind of combination for foundation engineering, it is characterized in that: including prefabricated profiled pile body (1), the pile body (1) sliding slot (11) along pile body (1) length direction, pile body described in each adjacent two are offered on the two sides being parallel to each other (1) it is provided with the baffle (2) with pile body (1) sliding connection between, is provided with and the sliding slot (11) Xiang Shi on the baffle (2) The slide assemblies (21) matched.
2. the anti-wall system of a kind of combination for foundation engineering according to claim 1, it is characterized in that: the baffle (2) The two sides being parallel to each other offer shifting chute (22), and the slide assemblies (21) include that level is fixedly connected in shifting chute (22) Elastic component (211), the elastic component (211) is fixedly connected with fixed column (212), the fixation close to the one end of pile body (1) Column (212) is cylindrical, and the fixed column (212) is fixedly connected with sliding block (213) far from the one end of the elastic component (211), The sliding block (213) is gore, is also provided with the compatible inserting groove with the sliding block (213) in the sliding slot (11) (111), the section of the sliding block (213) along vertical direction is triangular in shape, along the rectangular in cross-section of horizontal direction.
3. the anti-wall system of a kind of combination for foundation engineering according to claim 2, it is characterized in that: the shifting chute (22) and in fixed column (212) being additionally provided with can be to fixing the limit assembly (23) limited.
4. the anti-wall system of a kind of combination for foundation engineering according to claim 3, it is characterized in that: the limit assembly It (23) include the limiting slot (231) that opens up on the cell wall of shifting chute (22), the limiting slot (231) is horizontally disposed, described solid Level is fixedly connected with compatible positive stop strip (232), the limit with the limiting slot (231) on the circumferential surface of fixed column (212) Item (232) is slidably connected in limiting slot (231).
5. the anti-wall system of a kind of combination for foundation engineering according to claim 1, it is characterized in that: the baffle (2) Side wall on offer threaded hole, puller bolt (24) are threaded in the threaded hole.
6. the anti-wall system of a kind of combination for foundation engineering according to claim 2, it is characterized in that: the elastic component It (211) is spring.
7. the anti-wall system of a kind of combination for foundation engineering according to claim 1, it is characterized in that: the pile body (1) For I-steel.
8. the anti-wall system of a kind of combination for foundation engineering according to claim 1, it is characterized in that: the baffle (2) For the notch board of brake forming, wherein two opposite edge are bending edge, in addition two opposite edge are straight flange portion.
9. the anti-wall system of a kind of combination for foundation engineering according to claim 8, it is characterized in that: the baffle (2) It is less than spill mouth width degree along the concave bottom width of horizontal direction cross section.
CN201821577560.3U 2018-09-26 2018-09-26 A kind of anti-wall system of combination for foundation engineering Expired - Fee Related CN209082514U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821577560.3U CN209082514U (en) 2018-09-26 2018-09-26 A kind of anti-wall system of combination for foundation engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821577560.3U CN209082514U (en) 2018-09-26 2018-09-26 A kind of anti-wall system of combination for foundation engineering

Publications (1)

Publication Number Publication Date
CN209082514U true CN209082514U (en) 2019-07-09

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112031002A (en) * 2020-09-08 2020-12-04 浙江世润建创科技发展有限公司 Pile-supported ecological slope protection and construction method
CN114658004A (en) * 2022-04-08 2022-06-24 杭州福世德岩土科技有限公司 Ground supporting device that geotechnical engineering construction used

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112031002A (en) * 2020-09-08 2020-12-04 浙江世润建创科技发展有限公司 Pile-supported ecological slope protection and construction method
CN114658004A (en) * 2022-04-08 2022-06-24 杭州福世德岩土科技有限公司 Ground supporting device that geotechnical engineering construction used
CN114658004B (en) * 2022-04-08 2024-01-12 杭州福世德岩土科技有限公司 Foundation supporting device for geotechnical engineering construction

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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: 20200926