CN105735246A - Underground building exterior wall and envelop structure and construction method thereof - Google Patents
Underground building exterior wall and envelop structure and construction method thereof Download PDFInfo
- Publication number
- CN105735246A CN105735246A CN201610224861.7A CN201610224861A CN105735246A CN 105735246 A CN105735246 A CN 105735246A CN 201610224861 A CN201610224861 A CN 201610224861A CN 105735246 A CN105735246 A CN 105735246A
- Authority
- CN
- China
- Prior art keywords
- wall
- waterproof layer
- ground
- exterior wall
- edge
- Prior art date
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention belongs to the field of road and bridge construction and relates to an exterior wall and envelop structure and a construction method thereof, in particular to an underground building exterior wall and envelop structure and a construction method thereof in order to solve the problems that existing underground building exterior wall and envelop structures are not uniform in later settlement, poor in waterproof effect and serious in leakage. The underground building exterior wall and envelop structure comprises a bottom plate, a top plate, a plurality of concrete diaphragm walls, a plurality of intermediate plates, a plurality of force transfer plate strips, a plurality of exterior walls and a plurality of force transfer plates. The concrete diaphragm walls are connected in an end-to-end mode in sequence to form a frame. The frame is arranged between the upper surface of the bottom plate and the lower surface of the bottom plate. The bottom plate, the top plate and the concrete diaphragm walls form a closed space. The intermediate plates are sequentially arranged in the closed space in parallel from bottom to top. The intermediate plates divide the closed space into a plurality of spatial layers.
Description
Technical field
The present invention relates to a kind of exterior wall and building enclosure and construction method thereof, be specifically related to a kind of underground structure exterior wall and building enclosure and construction method thereof, belong to construction of road and bridge field.
Background technology
Along with the development of modern city, the exploitation of urban underground space have become worldwide trend, and become the important symbol weighing urban modernization.Pattern foundation pit supporting structure, as an important project content in underground space development, relates generally to the soil body, supporting construction, the coefficient problem of underground structure in the base pit engineering have retaining structure.Ground-connecting-wall support technology as the engineering method of a kind of maturation, its construction technology system simple, easy to control the quality, during construction on surrounding enviroment impact little, be widely used in deep-foundation pit engineering.But, current ground-connecting-wall is normally only left out its late-acting or correctly can not play its effect etc. completely as temporary support structures.Certain spacing is left between conventional foundation pit enclosure structure and underground structure exterior wall, it is beneficial to formwork and assembling reinforcement, the waterproof thermal-insulated construction of underground structure exterior wall, underground structure exterior wall respectively according to operating mode Force Calculation different from the construction pit excavation stage of permanent stage, is left out combined effect with building enclosure.Or between foundation pit enclosure structure and underground structure exterior wall, do not stay a gap, construction of structures adopts single side formwork method to construct, part considers the supporting role etc. of building enclosure, but does not take into full account the destroying infection etc. that between enclosed structure and agent structure, waterproof is caused by differential settlement.The present invention considers that foundation pit enclosure structure and underground structure exterior wall combine, take into full account an interim ground-connecting-wall part as permanent operational phase underground structure sidewall soil-baffling structure, namely wallboard integrated technique is adopted, using original discarded interim building enclosure common stress of a part as permanent outer wall of underground structure, and reduce the thickness of outer wall of basement, save construction costs, reduce underground structure seepage etc. to greatest extent and be with a wide range of applications.
Summary of the invention
The present invention solves that existing underground structure and building enclosure posterior settlement are inconsistent, waterproof effect is poor, the problem that seepage is serious, and then proposes a kind of underground structure exterior wall and building enclosure and construction method thereof.
nullThe present invention solves that the problems referred to above adopt the technical scheme that: structure of the present invention includes base plate、Top board、Multiple ground-connecting-walls、Multiple intermediate plates、Multiple power transmission strips、Multiple exterior walls and multiple force transmitting board，Multiple ground-connecting-walls head and the tail are sequentially connected with composition framework，Described framework is arranged between the upper surface of base plate and the lower surface of base plate，Base plate、Top board、Multiple ground-connecting-walls form one and close space，Multiple intermediate plates be arranged in parallel in described closing space from the bottom to top successively，And described closing space is divided into multiple space layer by multiple intermediate plate，It is provided with force transmitting board between edge and the ground-connecting-wall medial wall of base plate，It is provided with force transmitting board between edge and the medial wall of ground-connecting-wall of top board，It is provided with force transmitting board between edge and the ground-connecting-wall of each intermediate plate，The medial wall of the ground-connecting-wall between each space layer is provided with exterior wall，It is provided with power transmission strip between lateral wall and the medial wall of ground-connecting-wall of exterior wall，Power transmission strip and force transmitting board are sequentially connected with composition flat bed.
Further; flexible waterproof layer and fish tail and waterproof layer it is sequentially provided with from outside to inside between medial wall and the flat bed of ground-connecting-wall; the upper surface of top body plate has and is sequentially provided with flexible waterproof layer and fish tail and waterproof layer up and down, and the lower surface of base plate is sequentially provided with flexible waterproof layer and fish tail and waterproof layer from the bottom to top.
Further, the degree of depth of the edge insertion ground-connecting-wall of top body plate, intermediate plate, base plate is the 1/3～1/2 of ground-connecting-wall thickness.
Concretely comprising the following steps of construction method of the present invention:
Step one, at excavation of foundation pit to after at the bottom of basic unit, setting gradually substrate bed course, flexible waterproof layer, fish tail and waterproof layer bottom foundation ditch from the bottom to top；
Step 2, arranging ground-connecting-wall in foundation ditch medial wall, and offer multiple groove on the medial surface of ground-connecting-wall from the bottom to top successively, the degree of depth of each described groove is all the 1/3～1/2 of ground-connecting-wall width；
Step 3, building base plate bottom foundation ditch, the edge of base plate inserts in corresponding groove, and sets gradually flexible waterproof layer, fish tail and waterproof layer, force transmitting board between the edge and groove inner wall of base plate；
Step 4, set gradually exterior wall, intermediate plate according to order from the bottom to top; the edge of each intermediate plate is inserted in corresponding groove; and set gradually flexible waterproof layer, fish tail and waterproof layer, force transmitting board between the edge and groove inner wall of each intermediate plate, between the lateral wall and the medial wall of ground-connecting-wall of exterior wall, set gradually flexible waterproof layer, fish tail and waterproof layer, power transmission strip；
Step 5, exterior wall is set on the intermediate layer being positioned at topmost; and between exterior wall and ground-connecting-wall, set gradually flexible waterproof layer, fish tail and waterproof layer, power transmission strip; top board is set; and the edge of top board is inserted in corresponding groove; setting gradually waterproof layer, fish tail and waterproof layer, force transmitting board between the edge and groove inner wall of top board, the upper surface at top board from top to bottom sets gradually flexible waterproof layer, fish tail and waterproof layer completes construction.
The invention has the beneficial effects as follows: present invention achieves the combined effect in permanent operational phase of building enclosure and underground structure exterior wall, it is to avoid the hidden danger that between enclosed structure and main body, differential settlement brings.After considering the stiffness contribution of building enclosure can the thickness of thinning outer wall of basement, cost saving, make rational use of resources.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of underground structure exterior wall of the present invention and building enclosure.
Detailed description of the invention
nullDetailed description of the invention one: present embodiment is described in conjunction with Fig. 1，Described in present embodiment, a kind of underground structure exterior wall includes base plate 3 with building enclosure、Top board 9、Multiple ground-connecting-walls 1、Multiple intermediate plates 6、Multiple power transmission strips 7、Multiple exterior walls 8 and multiple force transmitting board 10，Multiple ground-connecting-walls 1 head and the tail are sequentially connected with composition framework，Described framework is arranged between the upper surface of base plate 3 and the lower surface of base plate 3，Base plate 3、Top board 9、Multiple ground-connecting-walls 1 form one and close space，Multiple intermediate plates 6 be arranged in parallel in described closing space from the bottom to top successively，And described closing space is divided into multiple space layer 11 by multiple intermediate plate 6，It is provided with force transmitting board 10 between edge and ground-connecting-wall 1 medial wall of base plate 3，It is provided with force transmitting board 10 between edge and the medial wall of ground-connecting-wall 1 of top board 9，It is provided with force transmitting board 10 between edge and the ground-connecting-wall 1 of each intermediate plate 6，The medial wall of the ground-connecting-wall 1 between each space layer 11 is provided with exterior wall 8，It is provided with power transmission strip 7 between lateral wall and the medial wall of ground-connecting-wall 1 of exterior wall 8，Power transmission strip 7 and force transmitting board 10 are sequentially connected with composition flat bed 2.
Detailed description of the invention two: present embodiment is described in conjunction with Fig. 1; flexible waterproof layer 4 and fish tail and waterproof layer 5 it is sequentially provided with from outside to inside between medial wall and the flat bed 2 of the ground-connecting-wall 1 of a kind of underground structure exterior wall and building enclosure described in present embodiment; the upper surface of top body plate 8 has and is sequentially provided with flexible waterproof layer 4 and fish tail and waterproof layer 5 up and down, and the lower surface of base plate 3 is sequentially provided with flexible waterproof layer 4 and fish tail and waterproof layer 5 from the bottom to top.Other composition and annexation and detailed description of the invention one identical.
Detailed description of the invention three: present embodiment is described in conjunction with Fig. 1, a kind of underground structure exterior wall described in present embodiment and the top body plate 9 of building enclosure, intermediate plate 6, base plate 3 to insert the degree of depth of ground-connecting-wall 1 be the 1/3～1/2 of ground-connecting-wall 1 thickness at edge.Other composition and annexation and detailed description of the invention one identical.
Detailed description of the invention four: present embodiment is described in conjunction with Fig. 1, a kind of underground structure exterior wall described in present embodiment and construction method of enclosure structure realize as follows:
Step one, at excavation of foundation pit to after at the bottom of basic unit, setting gradually substrate bed course, flexible waterproof layer 4, fish tail and waterproof layer 5 bottom foundation ditch from the bottom to top；
Step 2, arranging ground-connecting-wall 1 in foundation ditch medial wall, and offer multiple groove on the medial surface of ground-connecting-wall 1 from the bottom to top successively, the degree of depth of each described groove is all the 1/3～1/2 of ground-connecting-wall 1 width；
Step 3, building base plate 3 bottom foundation ditch, the edge of base plate 3 inserts in corresponding groove, and sets gradually flexible waterproof layer 4, fish tail and waterproof layer 5, force transmitting board 10 between the edge and groove inner wall of base plate 3；
Step 4, set gradually exterior wall 8, intermediate plate 6 according to order from the bottom to top; the edge of each intermediate plate 6 is inserted in corresponding groove; and between edge and the groove inner wall of each intermediate plate 6, set gradually flexible waterproof layer 4, fish tail and waterproof layer 5, force transmitting board 10, between the medial wall of the lateral wall of exterior wall 8 and ground-connecting-wall 1, set gradually flexible waterproof layer 4, fish tail and waterproof layer 5, power transmission strip 7；
Step 5, exterior wall 8 is set on the intermediate layer 6 being positioned at topmost; and between exterior wall 8 and ground-connecting-wall 1, set gradually flexible waterproof layer 4, fish tail and waterproof layer 5, power transmission strip 7; top board 9 is set; and the edge of top board 9 is inserted in corresponding groove; setting gradually waterproof layer 4, fish tail and waterproof layer 5, force transmitting board 10 between the edge and groove inner wall of top board 9, the upper surface at top board 9 from top to bottom sets gradually flexible waterproof layer 4, fish tail and waterproof layer 5 completes construction.
The present invention it be also possible to use lid and digs remy hair construction, concretely comprises the following steps:
Step one, after earth's surface operation completes soil-baffling structure, cover desolate structure with the prefabricated standard of sizing in time and be placed on soil-baffling structure maintenance traffic, be down repeatedly performed tunneling and add stull, until the substrate designed elevation of foundation ditch；
Step 2, arranging ground-connecting-wall 1 in foundation ditch medial wall, and offer multiple groove on the medial surface of ground-connecting-wall 1 from the bottom to top successively, the degree of depth of each described groove is all the 1/3～1/2 of ground-connecting-wall 1 width；
Step 3, building base plate 3 bottom foundation ditch, the edge of base plate 3 inserts in corresponding groove, and sets gradually flexible waterproof layer 4, fish tail and waterproof layer 5, force transmitting board 10 between the edge and groove inner wall of base plate 3；
Step 4, set gradually exterior wall 8, intermediate plate 6 according to order from the bottom to top; the edge of each intermediate plate 6 is inserted in corresponding groove; and between edge and the groove inner wall of each intermediate plate 6, set gradually flexible waterproof layer 4, fish tail and waterproof layer 5, force transmitting board 10, between the medial wall of the lateral wall of exterior wall 8 and ground-connecting-wall 1, set gradually flexible waterproof layer 4, fish tail and waterproof layer 5, power transmission strip 7；
Step 5, exterior wall 8 is set on the intermediate layer 6 being positioned at topmost; and between exterior wall 8 and ground-connecting-wall 1, set gradually flexible waterproof layer 4, fish tail and waterproof layer 5, power transmission strip 7; top board 9 is set; and the edge of top board 9 is inserted in corresponding groove; setting gradually waterproof layer 4, fish tail and waterproof layer 5, force transmitting board 10 between the edge and groove inner wall of top board 9, the upper surface at top board 9 from top to bottom sets gradually flexible waterproof layer 4, fish tail and waterproof layer 5 completes construction.
The present invention it be also possible to use sheltered reverse excavation construction, concretely comprise the following steps: first do downwards the enclosed structure of foundation ditch and middle pile at ground surface, the excavation top layer soil body is to agent structure top board ground elevation subsequently, cut ground-connecting-wall 1 corresponding site 1/3～1/2 thickness, height is consistent with top board, utilizes the soil body not excavated to build top board and top board load transfering strip as clay model.After backfill soil, road is restored, resume traffic.Later work is all carry out under top board covers, and namely successively excavates from top to bottom and builds agent structure until base plate, construct every Rotating fields time perform power transmission strip and waterproof simultaneously.
The present invention it be also possible to use lid and digs half against method, with contrary sequence method differ only in top body plate and after power transmission strip completes and recover road surface, cut the earth downwards to designed elevation, first build base plate, more upwards successively build side wall, floor and power transmission strip and waterproof successively.
The above, it it is only presently preferred embodiments of the present invention, not the present invention is done any pro forma restriction, although the present invention discloses (example announcement) as above with preferred embodiment, but it is not limited to the present invention, any those skilled in the art, without departing within the scope of technical solution of the present invention, when the technology contents of available the disclosure above makes a little change or is modified to the Equivalent embodiments of equivalent variations, in every case it is without departing from technical solution of the present invention content, technical spirit according to the present invention, within the spirit and principles in the present invention, the any simple amendment that above example is made, equivalent replacement and improvement etc., all still fall within the protection domain of technical solution of the present invention.
Claims (4)
- null1. a underground structure exterior wall and building enclosure，It is characterized in that: described a kind of underground structure exterior wall includes base plate (3) with building enclosure、Top board (9)、Multiple ground-connecting-walls (1)、Multiple intermediate plates (6)、Multiple power transmission strips (7)、Multiple exterior walls (8) and multiple force transmitting board (10)，Multiple ground-connecting-walls (1) head and the tail are sequentially connected with composition framework，Described framework is arranged between the upper surface of base plate (3) and the lower surface of base plate (3)，Base plate (3)、Top board (9)、Multiple ground-connecting-walls (1) form one and close space，Multiple intermediate plates (6) be arranged in parallel in described closing space from the bottom to top successively，And described closing space is divided into multiple space layer (11) by multiple intermediate plate (6)，It is provided with force transmitting board (10) between edge and ground-connecting-wall (1) medial wall of base plate (3)，It is provided with force transmitting board (10) between edge and the medial wall of ground-connecting-wall (1) of top board (9)，It is provided with force transmitting board (10) between edge and the ground-connecting-wall (1) of each intermediate plate (6)，The medial wall of the ground-connecting-wall (1) between each space layer (11) is provided with exterior wall (8)，It is provided with power transmission strip (7) between lateral wall and the medial wall of ground-connecting-wall (1) of exterior wall (8)，Power transmission strip (7) and force transmitting board (10) are sequentially connected with composition flat bed (2).
- 2. a kind of underground structure exterior wall and building enclosure according to claim 1; it is characterized in that: between medial wall and the flat bed (2) of ground-connecting-wall (1), be sequentially provided with flexible waterproof layer (4) and fish tail and waterproof layer (5) from outside to inside; the upper surface of top body plate (8) has and is sequentially provided with flexible waterproof layer (4) and fish tail and waterproof layer (5) up and down, and the lower surface of base plate (3) is sequentially provided with flexible waterproof layer (4) and fish tail and waterproof layer (5) from the bottom to top.
- 3. a kind of underground structure exterior wall and building enclosure according to claim 1, it is characterised in that: top body plate (9), intermediate plate (6), base plate (3) to insert the degree of depth of ground-connecting-wall (1) be the 1/3～1/2 of ground-connecting-wall (1) thickness at edge.
- 4. the construction method of structure described in a claim 1, it is characterised in that: described a kind of underground structure exterior wall and enclosure body construction method realize as follows:Step one, at excavation of foundation pit to after at the bottom of basic unit, setting gradually substrate bed course, flexible waterproof layer (4), fish tail and waterproof layer (5) bottom foundation ditch from the bottom to top；Step 2, arranging ground-connecting-wall (1) in foundation ditch medial wall, and offer multiple groove on the medial surface of ground-connecting-wall (1) from the bottom to top successively, the degree of depth of each described groove is all the 1/3～1/2 of ground-connecting-wall (1) width；Step 3, bottom foundation ditch, build base plate (3); the edge of base plate (3) inserts in corresponding groove, and sets gradually flexible waterproof layer (4), fish tail and waterproof layer (5), force transmitting board (10) between edge and the groove inner wall of base plate (3)；Step 4, set gradually exterior wall (8), intermediate plate (6) according to order from the bottom to top; the edge of each intermediate plate (6) is inserted in corresponding groove; and between edge and the groove inner wall of each intermediate plate (6), set gradually flexible waterproof layer (4), fish tail and waterproof layer (5), force transmitting board (10), between the medial wall of the lateral wall of exterior wall (8) and ground-connecting-wall (1), set gradually flexible waterproof layer (4), fish tail and waterproof layer (5), power transmission strip (7)；Step 5, being positioned on intermediate layer (6) topmost, exterior wall (8) is set, and between exterior wall (8) and ground-connecting-wall (1), set gradually flexible waterproof layer (4), fish tail and waterproof layer (5), power transmission strip (7), top board (9) is set, and the edge of top board (9) is inserted in corresponding groove, waterproof layer (4) is set gradually between edge and the groove inner wall of top board (9), fish tail and waterproof layer (5), force transmitting board (10), upper surface at top board (9) from top to bottom sets gradually flexible waterproof layer (4), fish tail and waterproof layer (5) completes construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610224861.7A CN105735246A (en) | 2016-04-12 | 2016-04-12 | Underground building exterior wall and envelop structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610224861.7A CN105735246A (en) | 2016-04-12 | 2016-04-12 | Underground building exterior wall and envelop structure and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735246A true CN105735246A (en) | 2016-07-06 |
Family
ID=56254116
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610224861.7A Pending CN105735246A (en) | 2016-04-12 | 2016-04-12 | Underground building exterior wall and envelop structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735246A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049538A (en) * | 2016-08-24 | 2016-10-26 | 中铁隧道勘测设计院有限公司 | Reverse-building-method underground engineering building envelope crown beam anti-floating node |
| CN107386298A (en) * | 2017-07-19 | 2017-11-24 | 中铁第四勘察设计院集团有限公司 | A kind of depth hole composite supporting construction and its construction method with water-proof function |
| CN107524175A (en) * | 2017-09-21 | 2017-12-29 | 中铁第四勘察设计院集团有限公司 | A kind of underground float Structure |
| CN112854293A (en) * | 2020-12-31 | 2021-05-28 | 北京建工土木工程有限公司 | Structure of wall door opening of subway station auxiliary and main body connecting section and construction process thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002180483A (en) * | 2000-12-11 | 2002-06-26 | Nippon Steel Corp | Structure using steel pipe pile as column and method of constructing it |
| CN203113385U (en) * | 2013-02-17 | 2013-08-07 | 上海建浩工程顾问有限公司 | Waterproof structure between foundation pit support underground continuous wall and basement structural exterior wall |
| CN203222815U (en) * | 2013-02-17 | 2013-10-02 | 上海建浩工程顾问有限公司 | Composite basement-structure exterior wall construction formed by utilizing underground diaphragm wall |
| CN203741870U (en) * | 2013-12-25 | 2014-07-30 | 华东建筑设计研究院有限公司 | Pile-wall integrated structure with combination between main body basement exterior wall and fender pile |
| CN104818728A (en) * | 2015-04-08 | 2015-08-05 | 山东大学 | Permanent supporting system with basement floor and supporting piles capable of working together |
| CN205662916U (en) * | 2016-04-12 | 2016-10-26 | 中铁建大桥工程局集团第四工程有限公司 | Underground structure outer wall and envelope |
-
2016
- 2016-04-12 CN CN201610224861.7A patent/CN105735246A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002180483A (en) * | 2000-12-11 | 2002-06-26 | Nippon Steel Corp | Structure using steel pipe pile as column and method of constructing it |
| CN203113385U (en) * | 2013-02-17 | 2013-08-07 | 上海建浩工程顾问有限公司 | Waterproof structure between foundation pit support underground continuous wall and basement structural exterior wall |
| CN203222815U (en) * | 2013-02-17 | 2013-10-02 | 上海建浩工程顾问有限公司 | Composite basement-structure exterior wall construction formed by utilizing underground diaphragm wall |
| CN203741870U (en) * | 2013-12-25 | 2014-07-30 | 华东建筑设计研究院有限公司 | Pile-wall integrated structure with combination between main body basement exterior wall and fender pile |
| CN104818728A (en) * | 2015-04-08 | 2015-08-05 | 山东大学 | Permanent supporting system with basement floor and supporting piles capable of working together |
| CN205662916U (en) * | 2016-04-12 | 2016-10-26 | 中铁建大桥工程局集团第四工程有限公司 | Underground structure outer wall and envelope |
Non-Patent Citations (1)
| Title |
|---|
| 胡耕等: ""桩墙合一"结构体系的受力实测与分析", 《岩土工程学报》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049538A (en) * | 2016-08-24 | 2016-10-26 | 中铁隧道勘测设计院有限公司 | Reverse-building-method underground engineering building envelope crown beam anti-floating node |
| CN107386298A (en) * | 2017-07-19 | 2017-11-24 | 中铁第四勘察设计院集团有限公司 | A kind of depth hole composite supporting construction and its construction method with water-proof function |
| CN107524175A (en) * | 2017-09-21 | 2017-12-29 | 中铁第四勘察设计院集团有限公司 | A kind of underground float Structure |
| CN112854293A (en) * | 2020-12-31 | 2021-05-28 | 北京建工土木工程有限公司 | Structure of wall door opening of subway station auxiliary and main body connecting section and construction process thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105735246A (en) | Underground building exterior wall and envelop structure and construction method thereof | |
| CN203741870U (en) | Pile-wall integrated structure with combination between main body basement exterior wall and fender pile | |
| CN107542115B (en) | Underground engineering waterproof structure and construction method thereof | |
| CN103669402A (en) | Pile and wall integrated structure combining outer wall of basement body and guard pile | |
| CN104563128A (en) | Synchronous excavation supporting system for deep and large asymmetric pit in soft soil area and implementation method of supporting system | |
| CN103981898A (en) | Integral open-excavation node top-down underground engineering construction method | |
| CN104963705B (en) | A kind of underground space tunneling construction method | |
| CN109555112A (en) | A kind of structure superposition formula diaphram wall and construction method | |
| CN102444143B (en) | Construction method for cancelling operation channel for facades of basement | |
| CN103866701B (en) | Construction method for reserved laterally widened structure of underground box culvert structure | |
| CN103912134A (en) | Construction in-situ underground space structure and construction method | |
| CN101250883A (en) | Side-discharging construction method for subway station shared underground wall | |
| CN103628503A (en) | Construction method for using underground second-layer station enclosure to make underground third-layer transfer joint | |
| CN111139837A (en) | Method for simultaneously excavating multiple base pits at crossed subway in soft soil area | |
| CN109610466A (en) | The asynchronous construction method of the built irregular deep basal pit in subway station two sides and structure | |
| CN101718100B (en) | Underground complex integrally co-constructed implementation design method | |
| CN101319501B (en) | Construction method of deep foundation ditch | |
| CN105804084B (en) | A kind of small excavation method for closing on deep pit excavation | |
| CN105297773A (en) | Reverse construction method earth excavation method capable of reducing cover-excavation earth volume | |
| CN110616739B (en) | Vertical construction method for underground space of existing building | |
| CN105065040A (en) | Top-plate-prefabricated underground space underground excavation building method | |
| CN205662916U (en) | Underground structure outer wall and envelope | |
| CN106638670B (en) | Half prefabricated piping lane and construction method | |
| CN209924488U (en) | Combined wall structure for underground storey addition of existing building | |
| CN209619998U (en) | A kind of superposed type continuous underground wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160706 |