CN209652963U - Mold for assembly concrete hypogee sole plate - Google Patents
Mold for assembly concrete hypogee sole plate Download PDFInfo
- Publication number
- CN209652963U CN209652963U CN201920090829.3U CN201920090829U CN209652963U CN 209652963 U CN209652963 U CN 209652963U CN 201920090829 U CN201920090829 U CN 201920090829U CN 209652963 U CN209652963 U CN 209652963U
- Authority
- CN
- China
- Prior art keywords
- sole plate
- concrete
- hypogee
- horizontal drawing
- guide rail
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Mold for assembly concrete hypogee sole plate, belong to construction engineering technical field, assembly concrete hypogee sole plate is built using the method for horizontal drawing mould, horizontal drawing die station is can the mobile steel form of horizontal drawing, outer profile of its Internal periphery with sole plate, including concrete hopper, hole of vibrating, carrying roller, directive wheel, rubber gasket sheet and its support construction and forming panel；The weight of horizontal drawing die station is conducted to guide rail by carrying roller, is conducted to bearing pile by guide rail and is ultimately conducted to ground；Directive wheel is for guaranteeing that the travelling route of horizontal drawing die station does not deviate；Rubber gasket sheet is from the inverted T shaped steel below the clamping guide-rail of two sides, it is ensured that concrete is in orbital position not spillage.Using the utility model mold build assembly concrete hypogee sole plate it is high-quality, speed is fast, at low cost.
Description
Technical field
The utility model belongs to construction engineering technical field, is related to the construction of concrete hypogee, more particularly to
To the template for assembly concrete hypogee sole plate.
Background technique
The method of construction of assembly concrete hypogee sole plate at present, mode that there are mainly two types of:
One is traditional common construction method, is applied similar to the basis of traditional assembly concrete single storey industry workshop
Work method is prepared on the sole plate of assembly concrete hypogee by the way of formwork, assembling reinforcement, breaking concrete
There is the installing groove of top vertical member, it is prefabricated to disclose a kind of half by application for a patent for invention specification CN201810551369.X
Assembled pipe gallery and construction method, the pipe gallery include: the bottom plate of cast-in-place formation, correspond to set at the position of wallboard thereon
It is equipped with cupuliform slot；Prefabricated piping lane segment, including integrally formed top plate and with top plate multiple wallboards connected vertically, it is described
Wallboard is inserted in corresponding cupuliform slot, is connected and fixed between two adjacent piping lane segments by cast-in-place linkage section；It is filled in institute
State the bitumastic layer in cupuliform slot, the top surface of the bitumastic layer away from the notch of the cupuliform slot have a setting away from
From；And the waterproof concrete structure that perfusion is formed in the cupuliform slot, the waterproof concrete structure are located at the pitch
On matizhi layer, and close by the waterproof concrete structure notch of the cupuliform slot.The present invention uses cup slot node
Construction avoids bar splicing and binding between prefabricated components and site concrete to connect cast-in-place bottom plate and prefabricated wallboard
Construction, construction is simple improve construction efficiency.But there is no what novelty, construction precision and presentation qualities for this method
It is undesirable.
The second is complete prefabricated construction method, the mode of batch production prepare assembly concrete hypogee sole plate,
It installs at the scene, is then in the milk toward bottom base plate, completes the construction of bottom plate, build guality is good, precision is high, appearance is clean and tidy.But this
Quadrat method low efficiency, cost are high, and grouting quality is difficult to ensure.
The method of construction of existing assembly concrete hypogee sole plate, there is otherwise construction precision and appearance
The problems such as quality is also undesirable or low efficiency, cost are high and quality is difficult to ensure, need to propose new technical solution.
Utility model content
The technical problem to be solved by the utility model is to provide one kind to be used for assembly concrete hypogee basis bottom
The mold of plate builds assembly concrete hypogee sole plate using the method for horizontal drawing mould, build guality is good, speed is fast,
It is at low cost；Especially suitable for the construction of assembly concrete hypogee bottom plate, including concrete underground pipe gallery, subway station
The construction of the engineerings such as line, tunnel.
For the mold of assembly concrete hypogee sole plate, it is characterized in that: including guide rail peace drawing-die platform；
The guide rail is steel pipe, and steel pipe lower part is provided with inverted T shaped steel；
The horizontal drawing die station includes concrete hopper, hole of vibrating, carrying roller, directive wheel, rubber gasket sheet and support knot
Structure and forming panel, the support construction and the in-profile of forming panel and the outer profile of sole plate are consistent；The coagulation
Earth material bucket is arranged in sole plate design height highest point position；The hole of vibrating is set as more than two, and is located at concrete
Forming panel is penetrated between hopper；The carrying roller is arranged in guide upper；The two sides of guide rail are arranged in the directive wheel；It is described
Rubber gasket sheet setting is located at the corresponding position of the inverted T shaped steel in guide rail lower part in horizontal drawing die station bottom.
Through the above design, the utility model can be brought the following benefits: be used for assembly concrete underground
The mold of building foundation bottom plate builds assembly concrete hypogee sole plate, horizontal drawing die station using the method for horizontal drawing mould
For can the mobile steel form of horizontal drawing, Internal periphery with sole plate outer profile, including concrete hopper, hole of vibrating, carrying roller,
Directive wheel, rubber gasket sheet and its support construction and forming panel；The weight of horizontal drawing die station is conducted to guide rail by carrying roller,
Bearing pile is conducted to by guide rail and is ultimately conducted to ground；Directive wheel is for guaranteeing that the travelling route of horizontal drawing die station does not deviate；
Rubber gasket sheet is from the inverted T shaped steel below the clamping guide-rail of two sides, it is ensured that concrete is in orbital position not spillage；It is practical new using this
Pattern tool build assembly concrete hypogee sole plate it is high-quality, speed is fast, at low cost.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is further illustrated:
Fig. 1 is that the utility model bearing pile arranges schematic cross section.
Fig. 2 is that the utility model bearing pile and guide rail arrange schematic cross section.
Fig. 3 is the schematic cross section of the utility model horizontal drawing die station concrete hopper and hole site of vibrating.
Fig. 4 is the partial enlargement diagram that the utility model carrying roller, directive wheel and rubber gasket sheet arrange cross section.
Fig. 5 is the utility model horizontal drawing die station vertical section schematic diagram.
Fig. 6 is the partial enlargement diagram that the utility model carrying roller and directive wheel arrange vertical section.
Fig. 7 is the utility model horizontal drawing die station schematic cross section.
Fig. 8 is the schematic cross section after the completion of the utility model sole plate is built.
Fig. 9 is the schematic cross section of the utility model sole plate superstructure after the assembly is completed.
In figure 1- bearing pile, 2- guide rail, 3- horizontal drawing die station, 4- concrete hopper, 5- vibrate hole, 6- carrying roller, 7- guiding
Wheel, 8- rubber gasket sheet, 9- sole plate.
Specific embodiment
For the mold of assembly concrete hypogee sole plate, it is characterized in that: as shown in FIG. 1 to FIG. 7, including lead
The peaceful drawing-die platform 3 of rail 2；
The guide rail 2 is prepared using steel pipe, and bottom is welded to connect inverted T shaped steel；
The horizontal drawing die station 3 be can the mobile steel form of horizontal drawing, including concrete hopper 4, hole 5 of vibrating, carrying roller 6, lead
To wheel 7, rubber gasket sheet 8 and its support construction and forming panel, the Internal periphery and basic bottom of support construction and forming panel
The outer profile of plate 9 is consistent；The concrete hopper 4, for being placed in 9 highest of sole plate to 9 casting concrete of sole plate
The corresponding position of point；The hole 5 of vibrating is prepared between concrete hopper 4 using steel pipe, be evenly arranged two or two with
On；The carrying roller 6 is placed on guide rail 2, is prepared using steel material, for by the weight transfer of horizontal drawing die station 3 to guide rail
2 and support horizontal drawing die station 3；The directive wheel 7 is placed in the two sides of guide rail 2, is prepared using steel material, plays when translating die station
The effect of horizontal location and guided in translation；The rubber gasket sheet 8, is prepared using rubber slab, is mounted on the template of horizontal drawing die station 3
On, and from the inverted T shaped steel below two sides clamping guide-rail 2, play the role of sealing when horizontal drawing is mobile；
The sole plate 9 is concrete bottom prepared using horizontal drawing die station 3, for assembly concrete hypogee
Plate.
The drawing-die construction method that assembly concrete hypogee sole plate mold carries out, packet are used for using the utility model
Following steps are included, and following steps sequentially carry out,
Step 1: preparation of construction
After the completion of carrying out excavation of foundation pit according to conventional means, as depicted in figs. 1 and 2, construct load-bearing according to design requirement
Stake 1 and casting concrete bed course, the bearing pile 1 include Section-steel Piles and concrete-pile, and the stake top portion of bearing pile 1 is provided with connection
Steel plate adopts installation guide rail 2 in welded or bolted way at the top of bearing pile 1, binds assembly concrete hypogee
The reinforcing bar of sole plate 9；
Step 2: preparing and installing horizontal drawing die station 3
As shown in Fig. 3~Fig. 7, the support construction and forming panel of horizontal drawing die station 3 are prepared using fashioned iron and steel plate, further includes
The concrete hopper 4 of casting concrete and vibrated concrete vibrate hole 5 and carrying roller 6, directive wheel 7 and rubber it is close
Sealing plate 8；After the completion of the binding of 9 reinforcing bar of assembly concrete hypogee sole plate of step 1 preparation of construction, horizontal drawing is installed
Carrying roller 6 is placed on guide rail 2 by die station 3, and directive wheel 7 is placed in the two sides of guide rail 2, and rubber gasket sheet 8 is from two sides clamping guide-rail
Inverted T shaped steel below 2；
Step 3: horizontal drawing modulus method builds assembly concrete hypogee sole plate
As shown in Fig. 3~Fig. 7, after the horizontal drawing die station 3 of the step 2 is installed, dress is poured by concrete hopper 4
With 9 concrete of building foundation bottom plate under formula concrete ground, the slump of concrete is 0.5mm~10mm, and passes through concrete material
Bucket 4 and hole 5 of vibrating are closely knit by concrete vibrating；Horizontal drawing die station 3 is translated along guide rail 2, the assembled for pouring next workshop section is mixed
9 concrete of building foundation bottom plate under solidifying soil, until completing whole concretings；
Step 4: removing horizontal drawing die station 3
As shown in figure 8, horizontal drawing die station 3 is removed after completing whole concretings, it is spare after cleaning.
So far, as shown in figure 8, the drawing-die construction method for assembly concrete hypogee sole plate is completed；In base
After plinth bottom 9 reaches design strength, as shown in figure 9, the knot on i.e. mountable 9 top of assembly concrete hypogee sole plate
Structure.
Claims (1)
1. the mold of assembly concrete hypogee sole plate is used for, it is characterized in that: including guide rail (2) peaceful drawing-die platform
(3)；
The guide rail (2) is steel pipe, and steel pipe lower part is provided with inverted T shaped steel；
The horizontal drawing die station (3) includes concrete hopper (4), hole of vibrating (5), carrying roller (6), directive wheel (7), rubber gasket sheet
(8) and support construction and forming panel, the foreign steamer of the in-profile and sole plate (9) of the support construction and forming panel
It is wide consistent；The concrete hopper (4) is arranged in sole plate (9) design height highest point position；Hole of vibrating (5) setting
For two or more, and forming panel is penetrated between concrete hopper (4)；The carrying roller (6) is arranged on guide rail (2)
Portion；Two sides of directive wheel (7) setting in guide rail (2)；The rubber gasket sheet (8) is arranged in horizontal drawing die station (3) bottom, position
In the corresponding position of the inverted T shaped steel in guide rail (2) lower part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920090829.3U CN209652963U (en) | 2019-01-21 | 2019-01-21 | Mold for assembly concrete hypogee sole plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920090829.3U CN209652963U (en) | 2019-01-21 | 2019-01-21 | Mold for assembly concrete hypogee sole plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209652963U true CN209652963U (en) | 2019-11-19 |
Family
ID=68521670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920090829.3U Withdrawn - After Issue CN209652963U (en) | 2019-01-21 | 2019-01-21 | Mold for assembly concrete hypogee sole plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209652963U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109706953A (en) * | 2019-01-21 | 2019-05-03 | 吉林建筑大学 | Mold and drawing-die construction method for assembly concrete hypogee sole plate |
| CN113354345A (en) * | 2021-07-09 | 2021-09-07 | 吉林建筑大学 | Method for preparing subway concrete by step method |
-
2019
- 2019-01-21 CN CN201920090829.3U patent/CN209652963U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109706953A (en) * | 2019-01-21 | 2019-05-03 | 吉林建筑大学 | Mold and drawing-die construction method for assembly concrete hypogee sole plate |
| CN109706953B (en) * | 2019-01-21 | 2023-10-13 | 吉林建筑大学 | Die for foundation slab of assembled concrete underground building and drawing die construction method |
| CN113354345A (en) * | 2021-07-09 | 2021-09-07 | 吉林建筑大学 | Method for preparing subway concrete by step method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105178357B (en) | Prefabricated subsurface structure under foundation trench open cutting condition and construction method for prefabricated subsurface structure under foundation trench open cutting condition | |
| CN101761092B (en) | Construction method of movable side wall of large overall template of large-span deep foundation pit | |
| CN100476142C (en) | Construction method for combined V-shape steel pipe concrete pile | |
| CN107059920B (en) | Loess formation piping lane construction technology | |
| CN108193608A (en) | The cast-in-place road gully of mobile moldbase and construction method | |
| CN107419802A (en) | A kind of Precast Concrete Frame and construction method | |
| CN209652963U (en) | Mold for assembly concrete hypogee sole plate | |
| CN104895083A (en) | Underwater pile-cap foundation pit guide frame and cofferdam support construction method thereof | |
| CN103374923A (en) | Method for prefabricating and mounting underwater pier | |
| CN105672353A (en) | Cast-in-place underground diaphragm wall and assembled type subway station construction integrated method | |
| CN106988339B (en) | Sandy gravel stratum piping lane construction technology | |
| CN106968692B (en) | Tunnel excavation supporting structure and construction method thereof | |
| CN108396761A (en) | The non-fully pile foundation cushion cap and production method under precipitation state inside a kind of foundation pit | |
| CN109267585A (en) | Assembled prismoid shaped basis and rod structure and assembly method | |
| CN103835728B (en) | Method for pouring concrete into mid-board arch crown of multi-arch tunnel | |
| CN208455793U (en) | Heavy Traffic road inspection well walling crib | |
| CN204728333U (en) | A kind of underwater support table foundation ditch leading truck | |
| CN205116202U (en) | Stake of prestressing force side and integrated stand of steel lattice column | |
| CN207944339U (en) | A kind of prefabricated superposed type anti-collision wall for urban viaduct | |
| CN106149878A (en) | Attachment structure at concrete frame structure prefabricated post and beam slab node and method | |
| CN103290871B (en) | Guide ditch construction method | |
| CN108978699B (en) | Land integral prefabricated bearing platform and production and installation method thereof | |
| CN109706953A (en) | Mold and drawing-die construction method for assembly concrete hypogee sole plate | |
| CN109763458A (en) | Dam body seepage wall trolley, walling mechanism, dam body seepage wall construction method | |
| CN104895582A (en) | Overall template concrete building method for double-track tunnel ditch cable trough |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20191119 Effective date of abandoning: 20230210 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20191119 Effective date of abandoning: 20230210 |