CN201043354Y - Integral architect guide template and its support bracket - Google Patents

Integral architect guide template and its support bracket Download PDF

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Publication number
CN201043354Y
CN201043354Y CNU2007201489966U CN200720148996U CN201043354Y CN 201043354 Y CN201043354 Y CN 201043354Y CN U2007201489966 U CNU2007201489966 U CN U2007201489966U CN 200720148996 U CN200720148996 U CN 200720148996U CN 201043354 Y CN201043354 Y CN 201043354Y
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CN
China
Prior art keywords
monolithic construction
upright pole
construction formwork
outer tube
girder
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.)
Expired - Lifetime
Application number
CNU2007201489966U
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Chinese (zh)
Inventor
刘志坚
要志东
王冬艳
张文
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING ZHUOLIANG SHUTTERING Co Ltd
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BEIJING ZHUOLIANG SHUTTERING Co Ltd
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Priority to CNU2007201489966U priority Critical patent/CN201043354Y/en
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Publication of CN201043354Y publication Critical patent/CN201043354Y/en
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Abstract

The utility model discloses a monolithic construction templet and a templet bracket. The undersurface of a panel of the construction templet is permanently connected with a beam; the lower part of the beam is connected with a steel support. The construction templet can be hoisted and conveyed in a monolithic manner through the templet bracket, has simple structure, is lifted conveniently with high operating efficiency, is in particular applicable for pouring floor slabs of buildings.

Description

Monolithic construction formwork and pattern carrier
Technical field
The utility model relates to a kind of construction formwork, relates in particular to a kind of all-in-one-piece construction formwork and pattern carrier.
Background technology
At present, to the cast of building floor, generally all be the supported underneath template system of elder generation at the floor of need cast, fluid concrete on template system then.In the prior art to the support of template system, mainly be to utilize devices such as steel pipe, bowl are buckled, the lumps of wood that template is supported at the construction field (site), when one deck floor slab construction finishes when carrying out the construction of last layer floor, must take template and supporting device thereof apart the back transported batchwise to last layer, assemble support again.This supporting way, complex structure, efficiency of construction are low, and very inconvenient to the lifting of template and supporting device thereof.
Summary of the invention
The purpose of this utility model provides a kind of simple in structure, lifting is convenient, efficiency of construction is high monolithic construction formwork and pattern carrier.
The purpose of this utility model is achieved through the following technical solutions:
Monolithic construction formwork of the present utility model comprises panel, and the soffit of described panel is fixedly connected with beam, and the bottom of described beam is connected with steel and supports.
Described beam comprises many secondary beams and many girders, and described girder is vertical with secondary beam;
The soffit of described panel is evenly arranged and be fixed on to described many secondary beams;
The below of described secondary beam is evenly arranged and be fixed on to described many girders;
Described steel supports and is connected with the bottom of girder.
Described girder has 2, and described 2 girders have connector near the fixed-site at both ends, and described connector is provided with the connecting hole position, and the upper end that described steel supports is provided with junction plate, is inserted with connecting pin between described connecting hole position and the junction plate.
Described secondary beam is " worker " font structure; Described girder is two " worker " font structures.
Described beam is a wooden construction, is connected by the wooden frame card between described girder and the secondary beam.
Pipe and outer tube in described steel supports and comprises flexibly connect between described interior pipe and the outer tube, and are provided with arrangement for adjusting height between interior pipe and the outer tube.
Described arrangement for adjusting height comprises nut and latch, and the lower end of described outer tube vertically has slotted hole, and is provided with screw thread at the position that has slotted hole, and described nut is engaged on the screw thread;
Pipe is provided with a plurality of jacks in described, and described interior pipe box is gone among the outer tube, in the slotted hole and the jack on the interior pipe on the described latch insertion outer tube.
The marginal position of described panel is provided with guardrail, is dismantled and assembled the connection between described guardrail and panel and the beam.
Pattern carrier of the present utility model, it comprises chassis crotch, upright pole and hanging beam, the length dimension of the length of described chassis crotch and the described monolithic construction formwork of claim 1 to 8 is suitable,
One end of described chassis crotch is connected with the lower end of upright pole, and the chassis crotch is vertical mutually with upright pole;
The upper end of described upright pole is connected with an end of hanging beam, and hanging beam and chassis crotch be parallel to each other, and hanging beam and chassis crotch are located at the same side of upright pole.
Between described chassis crotch and the upright pole and hinged between described hanging beam and the upright pole, and reach between hanging beam and the upright pole between chassis crotch and the upright pole and be provided with positioner.
The technical scheme that provides by above-mentioned the utility model as can be seen, monolithic construction formwork described in the utility model and pattern carrier because the panel soffit of construction formwork is fixedly connected with beam, the bottom of described beam is connected with steel and supports.Can carry out integral hoisting to construction formwork by pattern carrier, simple in structure, lifting makes things convenient for, efficiency of construction is high, is particularly useful for the floor of building is poured into a mould.
Description of drawings
Fig. 1 is the structural representation of the utility model monolithic construction formwork specific embodiment one;
Fig. 2 is that steel supports and beam connection status reference diagram in the utility model;
Fig. 3 is the structural representation of the specific embodiment one of the connector in the utility model;
Fig. 4 is the structural representation of the specific embodiment two of the connector in the utility model;
Fig. 5 is the utility model middle girder and secondary beam connection status reference diagram;
Fig. 6 is the structural representation of the wooden frame card in the utility model;
Fig. 7 is the structural representation of the utility model monolithic construction formwork specific embodiment two;
Fig. 8 is the structural representation of the utility model pattern carrier specific embodiment;
Fig. 9 is the state reference map of the utility model pattern carrier integral hoisting monolithic construction formwork;
The state reference map that Figure 10 moves horizontally for the utility model monolithic construction formwork.
The specific embodiment
The specific embodiment one of the utility model monolithic construction formwork comprises panel 1 as shown in Figure 1, and the soffit of described panel 1 is fixedly connected with beam, and the bottom of described beam is connected with steel and supports 2.Described beam comprises many secondary beams 3 and 2 girders 4, and described girder 4 is vertical with secondary beam 3.The soffit of described panel 1 is evenly arranged and be fixed on to described many secondary beams 3, can be screwed between panel 1 and the secondary beam 3, also can fix with other mode.Described 2 girders 4 are fixed on the below of secondary beam 3, and are arranged in the position near secondary beam 3 both ends.Described steel supports 2 and is connected with the bottom of girder 4, can connect a steel support 2 in the position at every girder 4 close both ends respectively.
As shown in Figure 2, described steel supports 2 and comprises interior pipe and outer tube, flexibly connects between described interior pipe and the outer tube, and is provided with arrangement for adjusting height between interior pipe and the outer tube, can regulate steel and support 2 height.
Described arrangement for adjusting height comprises nut 9 and latch 10, and the lower end of described outer tube vertically has slotted hole, and is provided with screw thread at the position that has slotted hole, and described nut 9 is engaged on the screw thread.Pipe is provided with a plurality of jacks in described, and described interior pipe box is gone among the outer tube, in the slotted hole and the jack on the interior pipe on the described latch 10 insertion outer tubes.During use, manage at first selecting to insert and go up different jacks, regulate steel and support 2 cardinal principle height, finely tune by the height of regulating the 9 pairs of steel supports 2 of nut on the outer tube then, make it reach the height that needs by latch 10.
Steel support 2 with girder 4 between be dismantled and assembled the connection, specifically can connector 5 be arranged in the fixed-site at 2 girders, 4 close both ends, connector 5 also can be fixed on secondary beam 3 and the girder 4 simultaneously, connector 5 is provided with the connecting hole position, the upper end of corresponding described steel support 2 is provided with junction plate, be inserted with connecting pin 6 between described connecting hole position and the junction plate, support 2 in order to fixed connector 5 and described steel, pull up connecting pin 6 and just steel can be supported 2 and take apart with connector 5, make things convenient for steel support 2 and girder 4 between dismounting.
The end face of described secondary beam 3 is " worker " font structure; The end face of described girder 4 can be " worker " font structure, also can be two " worker " font structure, and corresponding connector 5 is designed to adapt to two kinds of specifications of " worker " font structure and two " worker " font structures.
As shown in Figure 3, be the structural representation that adapts to the connector 5 of two " worker " font structures.
As shown in Figure 4, be the structural representation that adapts to the connector 5 of " worker " font structure.
The quantity of above-described secondary beam 3 can be selected as required, and the quantity of girder 4 is not limited to 2, also can be many, and the below of described secondary beam 3 is evenly arranged and be fixed on to many girders 4.
As shown in Figure 5, described beam is a wooden construction, is connected by wooden frame card 7 between described girder 4 and the secondary beam 3, and girder 4 and secondary beam 3 can be screwed on wooden frame card 7.
As shown in Figure 6, be the structural representation of wooden frame card 7.
The specific embodiment two of the utility model monolithic construction formwork as shown in Figure 7, the marginal position of described panel 1 is provided with guardrail 8, be dismantled and assembled the connection between described guardrail 8 and panel 1 and the beam, column specifically can at first be installed on panel 1 and beam, backplate is installed on column then.When monolithic construction formwork of the present utility model is arranged on the edge of the floor that needs cast, should add guardrail 8, in case foreign material or personnel come off, play safe effect.
The specific embodiment of the utility model pattern carrier as shown in Figure 8, comprise chassis crotch 13, upright pole 12 and hanging beam 11, the length of described chassis crotch 13 is suitable with the length dimension of described monolithic construction formwork, one end of described chassis crotch 13 is connected with the lower end of upright pole 12, and chassis crotch 13 is vertical mutually with upright pole 12; The upper end of described upright pole 12 is connected with an end of hanging beam 11, and hanging beam 11 is parallel to each other with chassis crotch 13, and hanging beam 11 and chassis crotch 13 are located at the same side of upright pole 12.
Between described chassis crotch 13 and the upright pole 12 and hinged between described hanging beam 11 and the upright pole 12, and reach between hanging beam 11 and the upright pole 12 between chassis crotch 13 and the upright pole 13 and be provided with positioner.Specifically can establish pin joint respectively at the two ends of upright pole 12, hinged with hanging beam 11 and chassis crotch 13 respectively, and near pin joint, establish fixing hole, and insert steady pin in the fixing hole, the relative position between chassis crotch 13 and hanging beam 11 and the upright pole 12 is fixed.Extract steady pin and just can make relative rotation between chassis crotch 13 and hanging beam 11 and the upright pole 12, and fold up convenient storage and transportation.
As shown in Figure 9, when needs carry out vertical handling with the monolithic construction formwork, the chassis crotch 13 and the hanging beam 11 of pattern carrier are fixed on orthogonal position with upright pole 12, hold the bottom of construction formwork then with chassis crotch 13, generally carriage is placed between 2 girders, hang hanging beam 11 with crane or other handling machinery, just can carry out vertical handling construction formwork, thus can be very easily by the handling of one deck platform to another layer platform.
As shown in figure 10, when needs carry out the level transportation with the monolithic construction formwork,, just can carry out the level transportation to construction formwork very easily with the bottom that chassis is held construction formwork.
The utility model monolithic construction formwork can integral body lift and transport, and compares with traditional template, has simple in structure, easy accessibility, reusable characteristics, and speed of application is obviously accelerated, and has saved the input of manpower greatly.
The above; it only is the preferable specific embodiment of the utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement all should be encompassed within the protection domain of the present utility model.

Claims (10)

1. a monolithic construction formwork comprises panel, it is characterized in that, the soffit of described panel is fixedly connected with beam, and the bottom of described beam is connected with steel and supports.
2. monolithic construction formwork according to claim 1 is characterized in that, described beam comprises many secondary beams and many girders, and described girder is vertical with secondary beam;
The soffit of described panel is evenly arranged and be fixed on to described many secondary beams;
The below of described secondary beam is evenly arranged and be fixed on to described many girders;
Described steel supports and is connected with the bottom of girder.
3. monolithic construction formwork according to claim 2, it is characterized in that, described girder has 2, described 2 girders have connector near the fixed-site at both ends, described connector is provided with the connecting hole position, the upper end that described steel supports is provided with junction plate, is inserted with connecting pin between described connecting hole position and the junction plate.
4. according to claim 2 or 3 described monolithic construction formworks, it is characterized in that described secondary beam is " worker " font structure; Described girder is two " worker " font structures.
5. according to claim 2 or 3 described monolithic construction formworks, it is characterized in that described beam is a wooden construction, be connected by the wooden frame card between described girder and the secondary beam.
6. according to claim 1,2 or 3 described monolithic construction formworks, it is characterized in that pipe and outer tube in described steel supports and comprises flexibly connect between described interior pipe and the outer tube, and be provided with arrangement for adjusting height between interior pipe and the outer tube.
7. monolithic construction formwork according to claim 6 is characterized in that described arrangement for adjusting height comprises nut and latch, and the lower end of described outer tube vertically has slotted hole, and is provided with screw thread at the position that has slotted hole, and described nut is engaged on the screw thread;
Pipe is provided with a plurality of jacks in described, and described interior pipe box is gone among the outer tube, in the slotted hole and the jack on the interior pipe on the described latch insertion outer tube.
8. monolithic construction formwork according to claim 1 is characterized in that the marginal position of described panel is provided with guardrail, is dismantled and assembled the connection between described guardrail and panel and the beam.
9. a pattern carrier is characterized in that, it comprises chassis crotch, upright pole and hanging beam, and the length dimension of the length of described chassis crotch and the described monolithic construction formwork of claim 1 to 8 is suitable,
One end of described chassis crotch is connected with the lower end of upright pole, and the chassis crotch is vertical mutually with upright pole;
The upper end of described upright pole is connected with an end of hanging beam, and hanging beam and chassis crotch be parallel to each other, and hanging beam and chassis crotch are located at the same side of upright pole.
10. monolithic construction formwork according to claim 9 is characterized in that, between described chassis crotch and the upright pole and hinged between described hanging beam and the upright pole, and reaches between hanging beam and the upright pole between chassis crotch and the upright pole and is provided with positioner.
CNU2007201489966U 2007-04-28 2007-04-28 Integral architect guide template and its support bracket Expired - Lifetime CN201043354Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007201489966U CN201043354Y (en) 2007-04-28 2007-04-28 Integral architect guide template and its support bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007201489966U CN201043354Y (en) 2007-04-28 2007-04-28 Integral architect guide template and its support bracket

Publications (1)

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CN201043354Y true CN201043354Y (en) 2008-04-02

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101839063A (en) * 2010-05-25 2010-09-22 中铁十七局集团第三工程有限公司 Movable steel base for constructing prefabricated beam and standard joint thereof
CN102031869A (en) * 2011-01-28 2011-04-27 中国建筑第八工程局有限公司 Horizontal template steel structure bracket
CN101736897B (en) * 2009-12-10 2011-08-10 北京卓良模板有限公司 Adjustable circle curve template
CN102677891A (en) * 2012-05-11 2012-09-19 中国电力工程顾问集团华东电力设计院 Formwork system without support for cast-in-place reinforced concrete floor slab
CN105544971A (en) * 2015-12-30 2016-05-04 青建集团股份公司 Post-cast strip early-dismantled formwork system
CN105544967A (en) * 2016-01-28 2016-05-04 郑州三迪建筑科技有限公司 Floor formwork system of multi-layer steel structure building house
CN105579647A (en) * 2013-09-24 2016-05-11 多卡有限责任公司 Support device for concrete formwork
CN106948597A (en) * 2017-05-16 2017-07-14 山东颜祥模板科技有限公司 Roof plate-girder Quick Release fast-assembling system and its erection method
CN111194374A (en) * 2017-10-12 2020-05-22 乔治·查里图 Building element
CN111719846A (en) * 2019-03-22 2020-09-29 Peri有限公司 Retainer for retaining railing block on ceiling formwork panel

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101736897B (en) * 2009-12-10 2011-08-10 北京卓良模板有限公司 Adjustable circle curve template
CN101839063A (en) * 2010-05-25 2010-09-22 中铁十七局集团第三工程有限公司 Movable steel base for constructing prefabricated beam and standard joint thereof
CN101839063B (en) * 2010-05-25 2011-08-24 中铁十七局集团第三工程有限公司 Movable steel base for constructing prefabricated beam and standard joint thereof
CN102031869A (en) * 2011-01-28 2011-04-27 中国建筑第八工程局有限公司 Horizontal template steel structure bracket
CN102677891A (en) * 2012-05-11 2012-09-19 中国电力工程顾问集团华东电力设计院 Formwork system without support for cast-in-place reinforced concrete floor slab
CN102677891B (en) * 2012-05-11 2015-05-20 中国电力工程顾问集团华东电力设计院 Formwork system without support for cast-in-place reinforced concrete floor slab
CN105579647A (en) * 2013-09-24 2016-05-11 多卡有限责任公司 Support device for concrete formwork
CN105544971A (en) * 2015-12-30 2016-05-04 青建集团股份公司 Post-cast strip early-dismantled formwork system
CN105544967A (en) * 2016-01-28 2016-05-04 郑州三迪建筑科技有限公司 Floor formwork system of multi-layer steel structure building house
CN106948597A (en) * 2017-05-16 2017-07-14 山东颜祥模板科技有限公司 Roof plate-girder Quick Release fast-assembling system and its erection method
CN111194374A (en) * 2017-10-12 2020-05-22 乔治·查里图 Building element
CN111194374B (en) * 2017-10-12 2022-06-24 乔治·查里图 Building element
US11686109B2 (en) 2017-10-12 2023-06-27 George CHARITOU Panel assembly for forming a floor of a construction component
CN111719846A (en) * 2019-03-22 2020-09-29 Peri有限公司 Retainer for retaining railing block on ceiling formwork panel
US11519188B2 (en) 2019-03-22 2022-12-06 Peri Se Holder for holding a railing component on a ceiling formwork panel
CN111719846B (en) * 2019-03-22 2023-12-08 Peri欧洲公司 Holder for holding an object on a formwork panel

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