CN107460889A - Integral movable support formwork in underground comprehensive pipe gallery construction and construction method thereof - Google Patents
Integral movable support formwork in underground comprehensive pipe gallery construction and construction method thereof Download PDFInfo
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- CN107460889A CN107460889A CN201710855576.XA CN201710855576A CN107460889A CN 107460889 A CN107460889 A CN 107460889A CN 201710855576 A CN201710855576 A CN 201710855576A CN 107460889 A CN107460889 A CN 107460889A
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- 238000010276 construction Methods 0.000 title claims abstract description 36
- 238000009415 formwork Methods 0.000 title abstract 3
- 229910000831 Steel Inorganic materials 0.000 claims description 82
- 239000010959 steel Substances 0.000 claims description 82
- 230000003014 reinforcing effect Effects 0.000 claims description 20
- 238000005266 casting Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract 1
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses an integral movable support formwork in underground comprehensive pipe gallery construction and a construction method thereof. The inner side die carrier is hung into the pit after field and outside assembly is finished, so that complicated formwork support erection operation is avoided, the inner side die carrier and the outer side die carrier are both movably positioned through the traveling frame, and then subsequent die assembly and reinforcement are carried out, so that the construction period is shortened, and the construction cost is reduced; the inner side die carrier is supported and reinforced by the inner side support, so that the integral stability of the inner side die carrier structure is ensured.
Description
Technical field
It is whole in specifically a kind of construction applied to underground pipe gallery the present invention relates to underground pipe gallery construction field
Body removable support template and its construction method.
Background technology
As expanding economy, the expansion of city size and the continuous improvement of up-to-dateness, Urban Buried Pipeline Network are also got over
Come huger, intensive, its species is also more and more various.Relative to the fast development of Urban Buried Pipeline Network, to City Buried Pipeline
Management but seem hysteresis, do not adapt to the increased requirement of pipe network business, and largely constrain city hair
Exhibition.More ground such as Guangxi, Shandong, Sichuan start underground pipe gallery construction project at present, and China's underground pipe gallery construction, which has been stepped into, to be added
The fast phase.
At present, in underground pipe gallery is built, main structure construction coordinates steel pipe support system to carry out using the lumps of wood, template more
Construction, and common templates rack construction process is various, assembling and disassembling time length, steel pipe support hiring cost is higher, plank sheathing week
Its construction quality is difficult to ensure that after turning repeatedly.
The content of the invention
The technical problem to be solved in the present invention is to provide the integral movable type in a kind of construction applied to underground pipe gallery
Rack template and its construction method, Pipe rack construction operation can be quickly and easily carried out, to shorten duration and cost-effective.
The technical scheme is that：
A kind of integral movable type rack template in construction applied to underground pipe gallery, includes inner side mould bases and outer side mold
Frame, described inner side mould bases include top plate mould bases, two groups of interior wall mould bases and medial cradle；
Described medial cradle include the more montants being vertically arranged, more it is horizontally disposed and be connected between adjacent montant
Cross bar, the inner side walker for being connected to montant bottom and multigroup side stay adjuster；Two groups of described interior wall mould bases include perpendicular
The interior wall waterproof clamping plate that directly sets, more be connected to the interior wall steel be arrangeding in parallel on interior wall waterproof clamping plate inner face and from top to bottom
Secondary beam and it is arranged at more interior wall honeycomb steel being fixedly connected on the inside of interior wall steel secondary beam and with interior wall steel secondary beam, more interior walls
Honeycomb steel is vertically arranged and is mutually perpendicular to interior wall steel secondary beam, the interior wall waterproof clamping plate inner face phase of described two groups of interior wall mould bases
To setting；Described top plate mould bases include horizontally disposed top waterproof clamping plate, more be connected to top waterproof clamping plate lower end
The top steel secondary beam that be arranged in parallel on face and from left to right and it is arranged at below the steel secondary beam of top and is fixed with top steel secondary beam
More horizontal honeycomb steel of connection, more horizontal honeycomb steel are horizontally disposed and are mutually perpendicular to more top steel secondary beams；Described
The top of medial cradle montant is fixedly connected with corresponding horizontal honeycomb steel；Every group of side stay adjuster includes one through more
Root montant and the horizontal brace rod being fixedly connected with more montants and two external thread rods, being provided at both ends with for horizontal brace rod are interior
Screwed hole, the outer ends of two external thread rods are respectively fixedly connected with the interior wall honeycomb steel of two groups of interior wall mould bases, two external screw threads
Bar it is inner respectively with the both ends spiral shell of horizontal brace rod and being connected；
Described outside mould bases include the external wall waterproof clamping plate being vertically arranged, more be connected on external wall waterproof clamping plate outer face
And be arranged in parallel from top to bottom exterior wall steel secondary beam, be arranged on the outside of exterior wall steel secondary beam and be fixedly connected with exterior wall steel secondary beam more
Root exterior wall honeycomb steel and the outside walker for being connected to exterior wall honeycomb steel bottom, more described exterior wall honeycomb steel are set vertically
Put and be mutually perpendicular to more exterior wall steel secondary beams.
The interior wall honeycomb steel of two groups of described interior wall mould bases is two；The horizontal honeycomb steel of described top plate mould bases is
Two；The exterior wall honeycomb steel of described outside mould bases is two.
Described medial cradle also includes the more bracing pieces for being obliquely installed and being connected between adjacent montant.
More montant tops of described medial cradle are provided with jacking, and each jacking and corresponding horizontal honeycomb steel are equal
It is attached by two C-type clamps and I-beam, one of C-type clamp carries out the upper horizontal part of horizontal honeycomb steel and I-beam
It is fixedly connected, the lower horizontal part of jacking and I-beam is fixedly connected by another C-type clamp.
Described inner side walker includes supporting frame, is slidably connected to positioning sleeve moving up and down on supporting frame
The road wheel of supporting frame bottom is managed and is connected to, the bottom of described montant is set in locating sleeve and connected with locating sleeve
Connect.
Multiple external mold reinforcing devices are connected with the outside of described exterior wall honeycomb steel, each external mold reinforcing device includes mutually
The inner sleeve and outer tube of socket, the inner of inner sleeve are fixed on exterior wall honeycomb steel, and the outer end of inner sleeve is set in overcoat
The inner ring of pipe inner end is simultaneously fixedly connected.
Top of the both ends of described top plate mould bases respectively with corresponding interior wall mould bases is attached by corner connector.
A kind of construction method of integral movable type rack template, has specifically included following steps：
（1）, assembled good medial cradle is lifted into foundation ditch, and position corresponding to piping lane is moved to by inner side walker；
（2）, regulation inner side walker locating sleeve height, the top plate mould bases on medial cradle top is reached corresponding height；
（3）, regulation corner connector position, extend out two groups of interior wall mould bases to being sized, then adjust the vertical of interior wall mould bases
Degree, after interior wall mould bases is placed in corresponding position, finally by two external thread rod spiral shells on horizontal brace rod and interior wall mould bases and
Connection, complete the reinforcing of interior wall mould bases；
（4）, by step（1）-（3）Continuously install successively and adjust the interior wall mould bases of each unit, complete interior wall mould bases matched moulds with
Reinforce；
（5）, lifting outside mould bases on the guide rail pre-set, outside walker moves outside mould bases along corresponding guide rail
To corresponding position.
（6）, using external mold reinforcing device adjust outside mould bases, make outside mould bases regulation keep vertical to relevant position and reinforce
Consolidation；
（7）, the outside mould bases continuously installing successively and adjust each unit, complete matched moulds and the reinforcing of outside mould bases；
（8）, in rack template casting concrete, after treating that concreting is completed and conserves detachable intensity, start
Outside mould bases is removed, unclamps external mold reinforcing device first, outside mould bases is moved to next section along guide rail, completes outside mould bases
Movement.
（9）, horizontal brace rod removed, and adjust the position of corner connector, inside contract interior wall mould bases, and adjust inner side
The height of walker locating sleeve, the top plate mould bases on medial cradle top is highly lowered, complete two groups of interior wall mould bases and top plate
Mould bases inside contracts.
（10）, inner side walker along corresponding guide rail move inner side mould bases arrive next section, completion interior wall mould bases shifting
It is dynamic.
（11）, repeat the above steps（1）-（10）Complete the construction of underground pipe gallery agent structure.
Advantages of the present invention：
Lift into hole after the completion of the inner side mould bases of the present invention is assembled outside the venue, avoid cumbersome falsework and set up work
Industry, and inner side mould bases and outside mould bases move positioning by walker, then carry out follow-up matched moulds and reinforcing, shorten
Duration, reduce construction cost；The inner side mould bases of the present invention is supported and reinforced by medial cradle, ensure that interior side form
The resistance to overturning of frame structure；Outer side mold of the present invention sets up and is equipped with external mold reinforcing device, ensure that the steady of outside mould bases fixed structure
It is qualitative.
Brief description of the drawings
Fig. 1 is the structural representation of mould bases on the inside of the present invention.
Fig. 2 is the structural representation of interior wall mould bases inner face of the present invention.
Fig. 3 is the A portions enlarged drawing in Fig. 1.
Fig. 4 is the B portions enlarged drawing in Fig. 1.
Fig. 5 is the C portions enlarged drawing in Fig. 1.
Fig. 6 is the structural representation of mould bases on the outside of the present invention.
Fig. 7 is the D portions enlarged drawing in Fig. 6.
Fig. 8 is the E portions enlarged drawing in Fig. 6.
Fig. 9 is the structural representation of walker on the inside of the present invention.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
See Fig. 1-Fig. 9, the integral movable type rack template in a kind of construction applied to underground pipe gallery, include inner side
Mould bases and outside mould bases, inner side mould bases include top plate mould bases, two groups of interior wall mould bases and medial cradle, the both ends point of top plate mould bases
Top not with corresponding interior wall mould bases is attached by corner connector 21；
Medial cradle includes the more montants being vertically arranged 1, more cross bars that are horizontally disposed and being connected between adjacent montant 1
2nd, the more bracing pieces 3 for being obliquely installed and being connected between adjacent montant 1, be connected to the inner side walker 4 of the bottom of montant 1, set
It is placed in the jacking 5 on every top of montant 1 and multigroup side stay adjuster；
Two groups of interior wall mould bases include the interior wall waterproof clamping plate 6 being vertically arranged, more be connected to the inner face of interior wall waterproof clamping plate 6
The upper and interior wall steel secondary beam 7 that be arranged in parallel from top to bottom and it is arranged at the inner side of interior wall steel secondary beam 7 and solid with interior wall steel secondary beam 7
Surely the two interior wall honeycomb steel 8 connected, two interior wall honeycomb steel 8 are vertically arranged and are mutually perpendicular to interior wall steel secondary beam 7, in two groups
The inner face of interior wall waterproof clamping plate 6 of wall mould bases is oppositely arranged；
Top plate mould bases include horizontally disposed top waterproof clamping plate 9, more be connected on the lower surface of top waterproof clamping plate 9 and from
The left-to-right top steel secondary beam 10 be arrangeding in parallel and it is arranged at the lower section of top steel secondary beam 10 and is fixed with top steel secondary beam 10 and connect
The two horizontal honeycomb steel 11 connect, two horizontal honeycomb steel 11 are horizontally disposed and are mutually perpendicular to more top steel secondary beams 10, interior
Each jacking 5 of side stand and corresponding horizontal honeycomb steel 11 are attached by two C-type clamps 12 and I-beam 13, wherein
The upper horizontal part of horizontal honeycomb steel 11 and I-beam 13 is fixedly connected by one C-type clamp 12, and another C-type clamp 12 is by jacking
5 are fixedly connected with the lower horizontal part of I-beam 13；
Every group of side stay adjuster includes one and passes through more montants 1 and the horizontal brace rod being fixedly connected with more montants 1
14 and two external thread rods 15, horizontal brace rod 14 is provided at both ends with internal thread hole, the outer end difference of two external thread rods 15
Be fixedly connected on the interior wall honeycomb steel 8 of two groups of interior wall mould bases, two external thread rods 15 it is inner respectively with horizontal brace rod 14
Both ends spiral shell and connection；
Outside mould bases include the external wall waterproof clamping plate 16 being vertically arranged, more be connected on the outer face of external wall waterproof clamping plate 16 and
The exterior wall steel secondary beam 17 that be arranged in parallel from top to bottom, it is arranged at the outside of exterior wall steel secondary beam 17 and is fixedly connected with exterior wall steel secondary beam 17
Two exterior wall honeycomb steel 18, be connected to the outside walker 19 of the bottom of exterior wall honeycomb steel 18 and be connected to outside exterior wall honeycomb steel 18
Multiple external mold reinforcing devices 20 of side, two exterior wall honeycomb steel 18 are vertically arranged and are mutually perpendicular to more exterior wall steel secondary beams 17, often
Individual external mold reinforcing device 20 includes the inner sleeve 201 and outer tube 202 being mutually socketed, and the inner of inner sleeve 201 is fixed on outside
On wall honeycomb steel 18, the outer end of inner sleeve 201 is set in the inner ring of the inner end of outer tube 202 and is fixedly connected.
Wherein, inner side walker 4 include supporting frame 41, be slidably connected to it is moving up and down fixed on supporting frame 41
Position sleeve pipe 42 and the road wheel 43 for being connected to the bottom of supporting frame 41, the bottom of montant 1 are set in locating sleeve 42 and with determining
Position sleeve pipe 42 connects, when locating sleeve 42 moves up and down, so as to drive the top plate mould bases on medial cradle top to carry out rising-falling tone
Section.
A kind of construction method of integral movable type rack template, has specifically included following steps：
（1）, assembled good medial cradle is lifted into foundation ditch, and position corresponding to piping lane is moved to by inner side walker 4；
（2）, regulation inner side walker locating sleeve 42 height, the top plate mould bases on medial cradle top is reached corresponding height
Degree；
（3）, regulation corner connector 21 position, extend out two groups of interior wall mould bases to being sized, then adjust hanging down for interior wall mould bases
Straight degree, after making interior wall mould bases be placed in corresponding position, finally by two external thread rods on horizontal brace rod 14 and interior wall mould bases
15 spiral shells and connection, complete the reinforcing of interior wall mould bases；
（4）, by step（1）-（3）Continuously install successively and adjust the interior wall mould bases of each unit, complete interior wall mould bases matched moulds with
Reinforce；
（5）, lifting outside mould bases on the guide rail 23 pre-set, outside walker 19 moves outer along corresponding guide rail 22
Side form frame is to corresponding position.
（6）, using external mold reinforcing device 20 adjust outside mould bases, make outside mould bases regulation to relevant position keep it is vertical and plus
Fasten real；
（7）, the outside mould bases continuously installing successively and adjust each unit, complete matched moulds and the reinforcing of outside mould bases；
（8）, in rack template casting concrete, after treating that concreting is completed and conserves detachable intensity, start
Outside mould bases is removed, unclamps external mold reinforcing device 20 first, outside mould bases is moved to next section along guide rail 22, completes outside
The movement of mould bases.
（9）, horizontal brace rod 14 removed, and adjust the position of corner connector 21, inside contract interior wall mould bases, and adjust
The height of inner side walker locating sleeve 42, the top plate mould bases on medial cradle top is highly lowered, complete two groups of interior wall mould bases
With inside contracting for top plate mould bases.
（10）, inner side walker 4 moves inner side mould bases along corresponding guide rail 22 and arrives next section, completion interior wall mould bases
It is mobile.
（11）, repeat the above steps（1）-（10）Complete the construction of underground pipe gallery agent structure.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of changes, modification can be carried out to these embodiments, replace without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (8)
- A kind of 1. integral movable type rack template in construction applied to underground pipe gallery, it is characterised in that：Include inner side Mould bases and outside mould bases, described inner side mould bases include top plate mould bases, two groups of interior wall mould bases and medial cradle；Described medial cradle include the more montants being vertically arranged, more it is horizontally disposed and be connected between adjacent montant Cross bar, the inner side walker for being connected to montant bottom and multigroup side stay adjuster；Two groups of described interior wall mould bases include perpendicular The interior wall waterproof clamping plate that directly sets, more be connected to the interior wall steel be arrangeding in parallel on interior wall waterproof clamping plate inner face and from top to bottom Secondary beam and it is arranged at more interior wall honeycomb steel being fixedly connected on the inside of interior wall steel secondary beam and with interior wall steel secondary beam, more interior walls Honeycomb steel is vertically arranged and is mutually perpendicular to interior wall steel secondary beam, the interior wall waterproof clamping plate inner face phase of described two groups of interior wall mould bases To setting；Described top plate mould bases include horizontally disposed top waterproof clamping plate, more be connected to top waterproof clamping plate lower end The top steel secondary beam that be arranged in parallel on face and from left to right and it is arranged at below the steel secondary beam of top and is fixed with top steel secondary beam More horizontal honeycomb steel of connection, more horizontal honeycomb steel are horizontally disposed and are mutually perpendicular to more top steel secondary beams；Described The top of medial cradle montant is fixedly connected with corresponding horizontal honeycomb steel；Every group of side stay adjuster includes one through more Root montant and the horizontal brace rod being fixedly connected with more montants and two external thread rods, being provided at both ends with for horizontal brace rod are interior Screwed hole, the outer ends of two external thread rods are respectively fixedly connected with the interior wall honeycomb steel of two groups of interior wall mould bases, two external screw threads Bar it is inner respectively with the both ends spiral shell of horizontal brace rod and being connected；Described outside mould bases include the external wall waterproof clamping plate being vertically arranged, more be connected on external wall waterproof clamping plate outer face And be arranged in parallel from top to bottom exterior wall steel secondary beam, be arranged on the outside of exterior wall steel secondary beam and be fixedly connected with exterior wall steel secondary beam more Root exterior wall honeycomb steel and the outside walker for being connected to exterior wall honeycomb steel bottom, more described exterior wall honeycomb steel are set vertically Put and be mutually perpendicular to more exterior wall steel secondary beams.
- 2. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 1, its It is characterised by：The interior wall honeycomb steel of two groups of described interior wall mould bases is two；The horizontal honeycomb steel of described top plate mould bases is equal For two；The exterior wall honeycomb steel of described outside mould bases is two.
- 3. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 1, its It is characterised by：Described medial cradle also includes the more bracing pieces for being obliquely installed and being connected between adjacent montant.
- 4. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 1, its It is characterised by：More montant tops of described medial cradle are provided with jacking, each jacking and corresponding horizontal honeycomb steel It is attached by two C-type clamps and I-beam, one of C-type clamp enters the upper horizontal part of horizontal honeycomb steel and I-beam Row is fixedly connected, and the lower horizontal part of jacking and I-beam is fixedly connected by another C-type clamp.
- 5. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 1, its It is characterised by：Described inner side walker includes supporting frame, is slidably connected to positioning moving up and down on supporting frame Sleeve pipe and the road wheel for being connected to supporting frame bottom, the bottom of described montant is set in locating sleeve and and locating sleeve Connection.
- 6. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 5, its It is characterised by：Multiple external mold reinforcing devices are connected with the outside of described exterior wall honeycomb steel, each external mold reinforcing device includes phase The inner sleeve and outer tube being mutually socketed, the inner of inner sleeve are fixed on exterior wall honeycomb steel, and the outer end of inner sleeve is set in outside The inner ring of sleeve pipe inner end is simultaneously fixedly connected.
- 7. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 6, its It is characterised by：Top of the both ends of described top plate mould bases respectively with corresponding interior wall mould bases is attached by corner connector.
- A kind of 8. construction method of integral movable type rack template according to claim 7, it is characterised in that：Specifically include There are following steps：（1）, assembled good medial cradle is lifted into foundation ditch, and position corresponding to piping lane is moved to by inner side walker；（2）, regulation inner side walker locating sleeve height, the top plate mould bases on medial cradle top is reached corresponding height；（3）, regulation corner connector position, extend out two groups of interior wall mould bases to being sized, then adjust the vertical of interior wall mould bases Degree, after interior wall mould bases is placed in corresponding position, finally by two external thread rod spiral shells on horizontal brace rod and interior wall mould bases and Connection, complete the reinforcing of interior wall mould bases；（4）, by step（1）-（3）Continuously install successively and adjust the interior wall mould bases of each unit, complete interior wall mould bases matched moulds with Reinforce；（5）, lifting outside mould bases on the guide rail pre-set, outside walker moves outside mould bases along corresponding guide rail To corresponding position；（6）, using external mold reinforcing device adjust outside mould bases, make outside mould bases regulation to relevant position keep it is vertical and reinforce tightly It is real；（7）, the outside mould bases continuously installing successively and adjust each unit, complete matched moulds and the reinforcing of outside mould bases；（8）, in rack template casting concrete, after treating that concreting is completed and conserves detachable intensity, start Outside mould bases is removed, unclamps external mold reinforcing device first, outside mould bases is moved to next section along guide rail, completes outside mould bases Movement；（9）, horizontal brace rod removed, and adjust the position of corner connector, inside contract interior wall mould bases, and adjust inner side and walk The height of frame locating sleeve, the top plate mould bases on medial cradle top is highly lowered, complete two groups of interior wall mould bases and top plate mould bases Inside contract；（10）, inner side walker along corresponding guide rail move inner side mould bases arrive next section, completion interior wall mould bases movement；（11）, repeat the above steps（1）-（10）Complete the construction of underground pipe gallery agent structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710855576.XA CN107460889A (en) | 2017-09-20 | 2017-09-20 | Integral movable support formwork in underground comprehensive pipe gallery construction and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710855576.XA CN107460889A (en) | 2017-09-20 | 2017-09-20 | Integral movable support formwork in underground comprehensive pipe gallery construction and construction method thereof |
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| CN107460889A true CN107460889A (en) | 2017-12-12 |
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| CN201710855576.XA Pending CN107460889A (en) | 2017-09-20 | 2017-09-20 | Integral movable support formwork in underground comprehensive pipe gallery construction and construction method thereof |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951699A (en) * | 2018-06-14 | 2018-12-07 | 上海二十冶建设有限公司 | A kind of mobile internal model of the sectional type of pipe gallery and bracket and its application method |
| CN109339435A (en) * | 2018-11-14 | 2019-02-15 | 西南科技大学 | Shuttering supporting regulating part and the light bracing members formwork structure system of special-shaped hole body construction |
| CN110629787A (en) * | 2019-09-16 | 2019-12-31 | 中铁广州工程局集团深圳工程有限公司 | Core mold for pipe gallery pouring and construction method |
| CN111779025A (en) * | 2020-06-19 | 2020-10-16 | 中国一冶集团有限公司 | In-situ protection structure crossing foundation pit municipal pipe network box culvert and construction method |
| CN112982280A (en) * | 2021-02-07 | 2021-06-18 | 中铁广州工程局集团深圳工程有限公司 | Wharf breast wall pipe gallery formwork structure and construction method |
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| CN105908777A (en) * | 2016-05-04 | 2016-08-31 | 东北大学 | Comprehensive pipe gallery sliding mold and application method thereof |
| CN107119715A (en) * | 2017-04-28 | 2017-09-01 | 东北大学 | A kind of overall mould bases of pipe gallery and its application method |
| CN207419521U (en) * | 2017-09-20 | 2018-05-29 | 中铁四局集团有限公司 | Integral movable support template in underground comprehensive pipe gallery construction |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951699A (en) * | 2018-06-14 | 2018-12-07 | 上海二十冶建设有限公司 | A kind of mobile internal model of the sectional type of pipe gallery and bracket and its application method |
| CN108951699B (en) * | 2018-06-14 | 2021-09-21 | 上海二十冶建设有限公司 | Festival segmentation removal centre form and support of utility tunnel |
| CN109339435A (en) * | 2018-11-14 | 2019-02-15 | 西南科技大学 | Shuttering supporting regulating part and the light bracing members formwork structure system of special-shaped hole body construction |
| CN110629787A (en) * | 2019-09-16 | 2019-12-31 | 中铁广州工程局集团深圳工程有限公司 | Core mold for pipe gallery pouring and construction method |
| CN111779025A (en) * | 2020-06-19 | 2020-10-16 | 中国一冶集团有限公司 | In-situ protection structure crossing foundation pit municipal pipe network box culvert and construction method |
| CN112982280A (en) * | 2021-02-07 | 2021-06-18 | 中铁广州工程局集团深圳工程有限公司 | Wharf breast wall pipe gallery formwork structure and construction method |
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Address after: Wangjiang Road in Baohe District of Hefei city of Anhui Province, No. 96 230023 Applicant after: CHINA TIESIJU CIVIL ENGINEERING GROUP Co.,Ltd. Applicant after: THE FIRST ENGINEERING CO., LTD. OF CTCE Group Address before: 230023 technical center of China Railway four Bureau, No. 96 Wangjiang East Road, Anhui, 618, Hefei Applicant before: CHINA TIESIJU CIVIL ENGINEERING GROUP Co.,Ltd. Applicant before: THE FIRST ENGINEERING CO., LTD. OF CTCE Group |
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