CN205046853U - Distributing device that core section of thick bamboo concrete placement used - Google Patents
Distributing device that core section of thick bamboo concrete placement used Download PDFInfo
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- CN205046853U CN205046853U CN201520672928.4U CN201520672928U CN205046853U CN 205046853 U CN205046853 U CN 205046853U CN 201520672928 U CN201520672928 U CN 201520672928U CN 205046853 U CN205046853 U CN 205046853U
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- core walls
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- carrier pipe
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Abstract
The utility model relates to a distributing device that core section of thick bamboo concrete placement used sets firmly on the mould platform of the top of a core section of thick bamboo, include: be fixed in the conveyer pipe on the truss structure of mould platform, the conveyer pipe is vertical setting and just extends to the concrete placement face of a core section of thick bamboo, the cloth pipe of cloth machine is connected to the last port of conveyer pipe, the hose, through the connecting pipe with the lower port of conveyer pipe is connected, locate the surge hopper of the concrete placement face of core section of thick bamboo top, including the feed inlet that lies in the top, lie in the discharge gate of a bottom and a lateral part and lie in the buffering wall of all the other lateral parts, in the surge hopper there be the holding the tip of hose. Adopt different pipe connections to form the conveying line of the concrete placement face that is close a core section of thick bamboo of extending to from top mould platform, whereabouts when having solved concrete placement is big problem highly, has avoided concrete segregation phenomenon's production.
Description
Technical field
The utility model relates to the realm of building construction, refers in particular to a kind of distribution device of Core Walls Structure concreting.
Background technology
Along with the rise of super highrise building, the formwork system adopted in construction, always perfect, by creeping formwork to backform, provides the scope of operation while completing Core Walls Structure construction.Pump line carries out cloth by the material distributing machine of table top, but because backform podium level often crosses over 3-5 layer, thus backform platform upper to the Core Walls Structure concreting scope of operation at about 10-15m, concrete height of drop is large, very easily concrete disintegration phenomenon occurs.And the oneself height of Core Walls Structure body of wall also can cause the problem that concrete height of drop is large, the construction space of Core Walls Structure is narrow and small, and material distributing machine cloth tube length is inadequate, therefore how is pumped to smoothly by high performance concrete to build the scope of operation and need solution badly.
Utility model content
The purpose of this utility model is the defect overcoming prior art, a kind of distribution device of Core Walls Structure concreting is provided, solve the existing backform platform concrete height of drop that large and Core Walls Structure body of wall oneself height causes greatly to Core Walls Structure concreting face height of drop large, the problems such as very easily generation concrete disintegration phenomenon, and material distributing machine cloth tube length is inadequate.
The technical scheme realizing above-mentioned purpose is:
The distribution device of a kind of Core Walls Structure concreting of the utility model, is fixedly arranged on the backform platform of Core Walls Structure, comprises:
Be fixed on the carrier pipe on the trussed construction of backform platform, the concreting face of described carrier pipe in vertical setting and to Core Walls Structure extends, and the upper port of described carrier pipe connects the cloth tube of material distributing machine;
Flexible pipe, is connected by the lower port of tube connector with described carrier pipe;
Buffering hopper above the concreting face being located at described Core Walls Structure, comprise be positioned at top charging aperture, be positioned at the discharging opening of bottom and a sidepiece and be positioned at the buffer wall of all the other sidepieces, described buffering hopper content is equipped with the end of described flexible pipe.
Adopt different pipe fitting to be connected to form the transfer pipeline extending to the concreting face close to Core Walls Structure from backform platform, the problem that height of drop when solving concreting is large, avoid the generation of concrete disintegration phenomenon.Carrier pipe is fixedly arranged on the trussed construction of backform platform, rises, have advantage easy to use along with the jacking of backform platform.Adopt flexible pipe, the impact force that can be fallen by the swing buffering concrete of flexible pipe when concreting, serves cushioning effect to concrete falling speed.Adopt buffering hopper, again buffering is played to the impact force that concrete falls, relax concrete falling speed, the concrete fallen impacts on buffer wall, the reinforcing cage of Core Walls Structure can be poured into by the discharging opening being positioned at sidepiece, also can be poured in the reinforcing cage of Core Walls Structure by the discharging opening of bottom.The utility model, by flexible pipe and the setting cushioning hopper, can well cushion concrete impact force, solves a concrete distributing difficult problem on backform platform.
The further improvement of the distribution device of the utility model Core Walls Structure concreting is, the discharge outlet that described buffering hopper is positioned at bottom is connected with guide shell, and the bottom of described guide shell is goed deep in the reinforcing cage of described Core Walls Structure.
The further improvement of the distribution device of the utility model Core Walls Structure concreting is, the bottom of described guide shell is less than or equal to 2 meters apart from the bottom of described reinforcing cage.
The further improvement of the distribution device of the utility model Core Walls Structure concreting is, the inclined setting of described buffer wall, and the bore of described charging aperture is greater than the bore of the described discharging opening being positioned at bottom.
The further improvement of the distribution device of the utility model Core Walls Structure concreting is, one end of described tube connector is provided with the connection bump that diameter is less than described tube connector, and described connection bump to be inserted in described flexible pipe and is fastenedly connected by being sheathed on described flexible pipe front band.
The further improvement of the distribution device of the utility model Core Walls Structure concreting is, the other end of described tube connector connects described carrier pipe by adpting flange.
The further improvement of the distribution device of the utility model Core Walls Structure concreting is, reducer pipe is connected with between described carrier pipe and described cloth tube, described reducer pipe has major part end and little cephalic par, described major part end is sheathed on described cloth tube, and described little cephalic par is fixedly connected with described carrier pipe.
The further improvement of the distribution device of the utility model Core Walls Structure concreting is, described carrier pipe is fixed on described trussed construction by fastening devices, described fastening devices comprises a pair channel-section steel be fixedly arranged on described trussed construction and the baffle plate be fixed on described channel-section steel, channel-section steel described in a pair is located in the both sides of described carrier pipe and is fixedly connected with described carrier pipe, and described baffle plate is resisted against the side of described carrier pipe and is fixedly connected with described carrier pipe.
The further improvement of the distribution device of the utility model Core Walls Structure concreting is, described trussed construction comprises truss and lower truss, and described upper truss and described lower truss are equipped with described fastening devices.
The further improvement of the distribution device of the utility model Core Walls Structure concreting is, described carrier pipe is steel pipe.
Accompanying drawing explanation
Fig. 1 is the distribution device structural representation in use of the utility model Core Walls Structure concreting;
Fig. 2 is the top view of the buffering hopper in the distribution device of the utility model Core Walls Structure concreting;
Fig. 3 is the lateral view of the buffering hopper in the distribution device of the utility model Core Walls Structure concreting; And
Fig. 4 is the top view that in the distribution device of Core Walls Structure concreting of the present utility model, carrier pipe and trussed construction are fixed.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
The utility model provides a kind of distribution device of Core Walls Structure concreting, for by the concrete conveyance in the concrete spreader on backform platform in the concreting space of Core Walls Structure, for solving the large problem of the concrete height of drop that causes greatly from backform platform to the large problem of the height of drop in Core Walls Structure concreting face and Core Walls Structure body of wall oneself height.Backform platform is about 10 to 15 meters to the height of the concreting scope of operation of Core Walls Structure, height fall very easily causes concrete generation segregation phenomenon, distribution device is by linking together in the pipeline vertically arranged and extending in the reinforcing cage of Core Walls Structure, concrete is served to the effect of conveying, by adopting flexible pipe, by the swing among a small circle of flexible pipe, concrete falling speed is served to the effect of buffering, alleviate concrete impact force, adopt buffering hopper, cushion concrete impact force further, the sidewall of buffering hopper is inclined plane, built in reinforcing cage by the discharging opening being positioned at sidepiece with the discharging opening being positioned at bottom by the concrete that inclined plane stops, the discharge outlet being positioned at bottom is connected with guide shell, this guide shell extend in reinforcing cage, apart from bottom reinforcing cage about 2 meters, the concrete disintegration phenomenon that the large and impact force of concrete height of drop causes greatly is efficiently solved by said structure.This distribution device can rise along with the jacking of backform platform, is all easy to use at the whole work progress of Core Walls Structure.Be described below in conjunction with the distribution device of accompanying drawing to the concreting of the utility model Core Walls Structure.
Consult Fig. 1, show the distribution device structural representation in use of the utility model Core Walls Structure concreting.Below in conjunction with Fig. 1, the distribution device of the utility model Core Walls Structure concreting is described.
As shown in Figure 1, the distribution device of the utility model Core Walls Structure concreting is installed on the backform platform 11 of Core Walls Structure 13, backform platform 11 is made up of trussed construction 12 and the hanging rack structure be installed in bottom trussed construction 12 and climbing structure, the jacking of backform platform 11 is realized by climbing structure, trussed construction 12 comprises truss 121 and lower truss 122, at the below of backform platform 11 construction Core Walls Structure 13, this Core Walls Structure 13 builds the concrete structure of formation for segmentation, the concrete structure 131 of bottom for building, assembling reinforcement cage 132 on the concrete structure 131 of building also installs template, in reinforcing cage 132 and template, concreting is to form the concrete structure on upper strata, this distribution device is used for the concrete conveyance in the material distributing machine on backform platform 11 in reinforcing cage 132 and template, this distribution device comprises reducer pipe 21, carrier pipe 22, tube connector 23, flexible pipe 24, buffering hopper 25, and guide shell 26, carrier pipe 22 is fixed on the trussed construction 12 on backform platform 11, the concreting face 133 of carrier pipe 22 in vertical state setting and to Core Walls Structure 13 extends, the upper port of carrier pipe 22 connects the cloth tube of material distributing machine by reducer pipe 21, flexible pipe 24 is by tube connector 23 connecting conveying pipe 22, flexible pipe 24 is connected to the lower port of carrier pipe 22 by tube connector 23, buffering hopper 25 is arranged on the top in the concreting face 133 of Core Walls Structure 13, buffering hopper 25 is fastened in the top rebars of reinforcing cage 132, shown in composition graphs 2 and Fig. 3, buffering hopper 25 comprises the charging aperture 251 being positioned at top, be positioned at the discharging opening 253 of bottom, be positioned at the discharging opening 252 of a sidepiece, and be positioned at the buffer wall 254 of all the other sidepieces, the end of flexible pipe 24 is equipped with in buffering hopper 25, by buffering hopper 25, cushioning effect is played to the concrete carried through flexible pipe 24.And flexible pipe 24 also plays cushioning effect to concrete impact force, by the cloth of swing among a small circle of flexible pipe, buffering is served to concrete falling speed.
The inclined setting of buffer wall 254 on buffering hopper 25, can play the effect of well buffering concrete falling speed, and the bore of the charging aperture 251 of buffering hopper 25 is greater than the bore of the discharging opening 253 being positioned at bottom.The concrete transmitted by flexible pipe 24 falls in buffering hopper 25, due to the swing cloth of flexible pipe 24 among a small circle, concrete falls to and can impact on the buffer wall 254 of inclination in buffering hopper 25, by the stop of buffer wall 254, concrete slows down falling speed, part can be expelled in reinforcing cage 132 from the discharging opening 252 of buffering hopper 25 sidepiece, and part can be discharged from the discharging opening 253 bottom buffering hopper 25.
The discharging opening 253 buffering hopper 25 being positioned at bottom is connected with guide shell 26, and the bottom of this guide shell 26 is goed deep into, in the reinforcing cage 132 of Core Walls Structure 13, being delivered in reinforcing cage 132 by the concrete of discharging through discharging opening 253 by guide shell 26.The bottom of the bottom distance reinforcing cage 132 of this guide shell 26 is less than or equal to 2 meters, distribution device of the present utility model highly shortened the height of drop of backform platform concrete distributing, and concrete is in dropping process, through flexible pipe 24 and the double buffering cushioning hopper 25, reduce concrete impact force, good guarantee is served to concrete pouring quality.
Concrete spreader is located on backform platform 11, the cloth tube of this material distributing machine is by reducer pipe 21 connecting conveying pipe 22, reducer pipe 21 has major part end and little cephalic par, major part end is set on cloth tube, and little cephalic par is fixedly connected with carrier pipe 22, and cloth tube, reducer pipe 21 and carrier pipe 22 define the path of connection, reducer pipe 21 forms the major part end be set on cloth tube, play the effect of funnel, the concrete of cloth tube conveying can well be received, prevent concrete from overflowing.
Carrier pipe 22 is fixed on trussed construction 12 by fastening devices 27, upper truss 121 and lower truss 122 arrange fastening devices 27 respectively, by fastening devices 27 fixed ducts 22, shown in composition graphs 4, this fastening devices 27 comprises a pair channel-section steel 271 be installed on trussed construction 12 and the baffle plate 272 be fixed on a pair channel-section steel, be folded in the both sides of carrier pipe 22 by a pair channel-section steel 271 and be fixedly connected with carrier pipe 22, prevent the shifted laterally of carrier pipe 22, be resisted against the side of carrier pipe 22 by baffle plate 271 and be fixedly connected with carrier pipe 22, prevent the inclination of carrier pipe 22, trussed construction 12, a pair channel-section steel 271, and carrier pipe 22 encloses and is fixed up by baffle plate 272, ensure that the use safety of carrier pipe 22.
The bottom of carrier pipe 22 is by tube connector 23 connecting hose 24, one end of tube connector 23 is provided with the connection bump that diameter is less than tube connector 23, by connection bump connecting hose 24, this connection bump to be inserted in flexible pipe 24 and to be fastenedly connected by the clip be set on flexible pipe 24.The other end of tube connector 23 is by adpting flange connecting conveying pipe 22.
As a better embodiment of the present utility model, reducer pipe 21 adopts the steel pipe of the long φ 200mm of 500mm, extend in steel pipe by between the discharge tube of material distributing machine, the bottom of this steel pipe fades to φ 150mm by necking down, the bottom of reducer pipe 21 and the welded top of carrier pipe 22 are fixed, this carrier pipe 22 adopts the steel pipe of φ 150mm, and length can be determined, in the scope of 5 meters to 10 meters according to backform height.Tube connector 23 adopts pump line, the length of pump line is 500mm, this pump line is fixedly connected with by adpting flange with carrier pipe 22, the bottom of pump line is fixedly connected with by clip with flexible pipe 24, the length of flexible pipe 24 is 3 meters to 4 meters, bore is φ 150mm, and extend into the bottom of flexible pipe 24 in buffering hopper 25, the bore of guide shell 26 is φ 150mm.
The intensity of carrier pipe 22 is larger, be fixed on trussed construction 12, can rise along with the jacking of backform platform 11, this carrier pipe 22 ensure that concrete delivery safety, flexible pipe 24 serves cushioning effect to concrete falling speed, relax concrete impact force, the design of buffering hopper 25 also serves concrete cushioning effect, reduce concrete impact force, solve the problem that height of drop in concrete distributing process is large, and slow down concrete impact force, improve concrete pouring quality.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain of the present utility model.
Claims (10)
1. a distribution device for Core Walls Structure concreting, is fixedly arranged on the backform platform of Core Walls Structure, it is characterized in that, comprising:
Be fixed on the carrier pipe on the trussed construction of backform platform, the concreting face of described carrier pipe in vertical setting and to Core Walls Structure extends, and the upper port of described carrier pipe connects the cloth tube of material distributing machine;
Flexible pipe, is connected by the lower port of tube connector with described carrier pipe;
Buffering hopper above the concreting face being located at described Core Walls Structure, comprise be positioned at top charging aperture, be positioned at the discharging opening of bottom and a sidepiece and be positioned at the buffer wall of all the other sidepieces, described buffering hopper content is equipped with the end of described flexible pipe.
2. the distribution device of Core Walls Structure concreting as claimed in claim 1, is characterized in that, the discharge outlet that described buffering hopper is positioned at bottom is connected with guide shell, and the bottom of described guide shell is goed deep in the reinforcing cage of described Core Walls Structure.
3. the distribution device of Core Walls Structure concreting as claimed in claim 2, is characterized in that, the bottom of described guide shell is less than or equal to 2 meters apart from the bottom of described reinforcing cage.
4. the distribution device of Core Walls Structure concreting as claimed in claim 1, is characterized in that, the inclined setting of described buffer wall, and the bore of described charging aperture is greater than the bore of the described discharging opening being positioned at bottom.
5. the distribution device of Core Walls Structure concreting as claimed in claim 1, it is characterized in that, one end of described tube connector is provided with the connection bump that diameter is less than described tube connector, and described connection bump to be inserted in described flexible pipe and is fastenedly connected by being sheathed on described flexible pipe front band.
6. the distribution device of Core Walls Structure concreting as claimed in claim 5, it is characterized in that, the other end of described tube connector connects described carrier pipe by adpting flange.
7. the distribution device of Core Walls Structure concreting as claimed in claim 1, it is characterized in that, reducer pipe is connected with between described carrier pipe and described cloth tube, described reducer pipe has major part end and little cephalic par, described major part end is sheathed on described cloth tube, and described little cephalic par is fixedly connected with described carrier pipe.
8. the distribution device of Core Walls Structure concreting as claimed in claim 1, it is characterized in that, described carrier pipe is fixed on described trussed construction by fastening devices, described fastening devices comprises a pair channel-section steel be fixedly arranged on described trussed construction and the baffle plate be fixed on described channel-section steel, channel-section steel described in a pair is located in the both sides of described carrier pipe and is fixedly connected with described carrier pipe, and described baffle plate is resisted against the side of described carrier pipe and is fixedly connected with described carrier pipe.
9. the distribution device of Core Walls Structure concreting as claimed in claim 8, it is characterized in that, described trussed construction comprises truss and lower truss, and described upper truss and described lower truss are equipped with described fastening devices.
10. the distribution device of Core Walls Structure concreting as claimed in claim 1, it is characterized in that, described carrier pipe is steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520672928.4U CN205046853U (en) | 2015-09-01 | 2015-09-01 | Distributing device that core section of thick bamboo concrete placement used |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520672928.4U CN205046853U (en) | 2015-09-01 | 2015-09-01 | Distributing device that core section of thick bamboo concrete placement used |
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| Publication Number | Publication Date |
|---|---|
| CN205046853U true CN205046853U (en) | 2016-02-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520672928.4U Expired - Fee Related CN205046853U (en) | 2015-09-01 | 2015-09-01 | Distributing device that core section of thick bamboo concrete placement used |
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| CN (1) | CN205046853U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086686A (en) * | 2017-11-24 | 2018-05-29 | 上海建工集团股份有限公司 | Single oil cylinder all standing distribution device and its construction method |
| CN108118901A (en) * | 2017-12-08 | 2018-06-05 | 中国建筑第八工程局有限公司 | The anti-pump concrete device and construction method of basement |
| CN108301416A (en) * | 2018-04-20 | 2018-07-20 | 北京城建集团有限责任公司 | Large volume, deep basal pit bottom rotary type appts. for transferring ready-mixed concrete and its application process |
| CN110328738A (en) * | 2019-06-11 | 2019-10-15 | 卓建科 | Foam concrete material distributing machine and its distributing method |
| CN111299043A (en) * | 2020-02-21 | 2020-06-19 | 广东博智林机器人有限公司 | Feeding system and spraying device |
| CN111456439A (en) * | 2020-03-24 | 2020-07-28 | 中建西部建设西南有限公司 | Concrete pouring construction method for large-fall core tube of super high-rise building |
| CN113235465A (en) * | 2021-06-03 | 2021-08-10 | 中电建生态环境集团有限公司 | Positioning and moving device for river channel water-blocking bridge reconstruction construction |
| CN114856199A (en) * | 2022-05-24 | 2022-08-05 | 中海建筑有限公司 | Column core pouring process |
| CN115030512A (en) * | 2022-07-11 | 2022-09-09 | 衡橡科技股份有限公司 | Concrete homogenizer |
| CN115182590A (en) * | 2022-07-14 | 2022-10-14 | 中国水利水电第五工程局有限公司 | Construction method and control system of full-concrete-pipe controlled vertical sliding conveying system |
-
2015
- 2015-09-01 CN CN201520672928.4U patent/CN205046853U/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086686A (en) * | 2017-11-24 | 2018-05-29 | 上海建工集团股份有限公司 | Single oil cylinder all standing distribution device and its construction method |
| CN108118901A (en) * | 2017-12-08 | 2018-06-05 | 中国建筑第八工程局有限公司 | The anti-pump concrete device and construction method of basement |
| CN108118901B (en) * | 2017-12-08 | 2020-03-20 | 中国建筑第八工程局有限公司 | Reverse pumping concrete device for basement and construction method |
| CN108301416A (en) * | 2018-04-20 | 2018-07-20 | 北京城建集团有限责任公司 | Large volume, deep basal pit bottom rotary type appts. for transferring ready-mixed concrete and its application process |
| CN110328738B (en) * | 2019-06-11 | 2024-08-23 | 卓建科 | Foam concrete spreader and spreading method thereof |
| CN110328738A (en) * | 2019-06-11 | 2019-10-15 | 卓建科 | Foam concrete material distributing machine and its distributing method |
| CN111299043A (en) * | 2020-02-21 | 2020-06-19 | 广东博智林机器人有限公司 | Feeding system and spraying device |
| CN111456439A (en) * | 2020-03-24 | 2020-07-28 | 中建西部建设西南有限公司 | Concrete pouring construction method for large-fall core tube of super high-rise building |
| CN113235465A (en) * | 2021-06-03 | 2021-08-10 | 中电建生态环境集团有限公司 | Positioning and moving device for river channel water-blocking bridge reconstruction construction |
| CN114856199A (en) * | 2022-05-24 | 2022-08-05 | 中海建筑有限公司 | Column core pouring process |
| CN114856199B (en) * | 2022-05-24 | 2023-09-12 | 中海建筑有限公司 | Column core pouring process |
| CN115030512A (en) * | 2022-07-11 | 2022-09-09 | 衡橡科技股份有限公司 | Concrete homogenizer |
| CN115182590A (en) * | 2022-07-14 | 2022-10-14 | 中国水利水电第五工程局有限公司 | Construction method and control system of full-concrete-pipe controlled vertical sliding conveying system |
| CN115182590B (en) * | 2022-07-14 | 2024-01-23 | 中国水利水电第五工程局有限公司 | Construction method and control system of concrete full pipe controlled vertical sliding system |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160224 Termination date: 20210901 |
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