CN204645604U - Hydraulic climbing formwork structure - Google Patents
Hydraulic climbing formwork structure Download PDFInfo
- Publication number
- CN204645604U CN204645604U CN201520128637.9U CN201520128637U CN204645604U CN 204645604 U CN204645604 U CN 204645604U CN 201520128637 U CN201520128637 U CN 201520128637U CN 204645604 U CN204645604 U CN 204645604U
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- hydraulic climbing
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- girder truss
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Abstract
The utility model discloses a kind of hydraulic climbing formwork structure, the first construction space and the second construction space is at least comprised in agent structure, hydraulic climbing device is provided with in described first construction space, described hydraulic climbing device is provided with hydraulic climbing scaffold, the top of described hydraulic climbing scaffold is erected with the semi-girder truss be across above described second construction space, described semi-girder truss is linked with the construction equipment for described second construction space of constructing.The utility model sets up semi-girder truss by the hydraulic climbing device installed in the first construction space in agent structure, semi-girder truss hangs the construction equipment such as operating platform and stay in place formwork for the second construction space of constructing, utilize the construction equipment of hydraulic climbing device Synchronous lifting second construction space in the first construction space, realize implementing hydraulic climbing mould construction in the second construction space cannot installing hydraulic climbing device, realize synchronously climbing of the external and internal compositions template of the second construction space.
Description
Technical field
The utility model relates to the field of engineering construction, particularly relates to a kind of hydraulic climbing formwork structure.
Background technology
Conventional hydraulic climbing formwork for construction method is: install hydraulic climbing device in construction space to be onstructed inside, hydraulic climbing device is installed the construction equipment for this construction space of constructing, as operating platform and stay in place formwork etc., utilize the wall body structure etc. of successively constructing in this construction space that climbs of hydraulic climbing device.
But, in SRC frame-RC core wall structure construction, because Core Walls Structure inside exists area less vertical tube well, elevator shaft etc., hydraulic climbing device cannot be arranged in inside, thus, cannot hydraulic climbing mould construction be implemented, synchronously climbing of inner and outer template cannot be realized.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of hydraulic climbing formwork structure that can realize hydraulic climbing mould construction in the construction area not having hydraulic climbing device.
For realizing above-mentioned technique effect, the utility model discloses a kind of hydraulic climbing formwork structure, the first construction space and the second construction space is at least comprised in agent structure, hydraulic climbing device is provided with in described first construction space, described hydraulic climbing device is provided with hydraulic climbing scaffold, the top of described hydraulic climbing scaffold is erected with the semi-girder truss be across above described second construction space, described semi-girder truss is linked with the construction equipment for described second construction space of constructing.
The utility model further improves and is, described agent structure comprises one second construction space and is positioned at two the first construction spaces of described second construction space both sides, side in described two the first construction spaces is separately installed with described hydraulic climbing device, described hydraulic climbing device is provided with described hydraulic climbing scaffold, described semi-girder truss is erected on the top of described hydraulic climbing scaffold, and described semi-girder truss is across the top of described first construction space and described second construction space.
The utility model further improves and is, described agent structure comprises one first construction space and is positioned at two the second construction spaces of described first construction space both sides, both sides in described first construction space are separately installed with hydraulic climbing device, described hydraulic climbing device is provided with described hydraulic climbing scaffold, described semi-girder truss is erected on the top of described hydraulic climbing scaffold, and described semi-girder truss is across the top of described first construction space and described second construction space.
The utility model further improves and is, described hydraulic climbing device comprises hydraulic jack and the attached wall be located on described hydraulic jack climbs rail, and described hydraulic climbing scaffold is located at described attached wall and is climbed on rail.
The utility model further improves and is, the bottom of described semi-girder truss is provided with i beam, described i beam is set up in the top of described hydraulic climbing scaffold, described movable hanging head comprises hanging head body and is located at the roll wheel assembly on described hanging head body, and described roll wheel assembly rolls on the upper surface of the lower wing plate of described i beam.
The utility model further improves and is, described hanging head body is also provided with depression bar, and the position below the lower wing plate of the described i beam of corresponding described roll wheel assembly is located at by described depression bar.
The utility model, owing to have employed above technical scheme, makes it have following beneficial effect:
Semi-girder truss is set up by the hydraulic climbing device installed in the first construction space in agent structure, make semi-girder truss across the second construction space be covered in agent structure, and the construction equipment such as operating platform and stay in place formwork hung on semi-girder truss for the second construction space of constructing, thus utilize and be arranged on hydraulic climbing device in the first construction space and carry out the construction equipment of Synchronous lifting second construction space, realize implementing hydraulic climbing mould construction in the second construction space cannot installing hydraulic climbing device, realize synchronously climbing of the external and internal compositions template of the second construction space,
Cannot install hydraulic climbing device the second construction space both sides the first construction space in hydraulic climbing device is installed, and utilize the hydraulic climbing device be installed in the first construction space to set up semi-girder truss, make semi-girder truss across and be covered in the top of the second construction space, form " seat in the plane, both sides lifting zone line " outer climb in put forward hydraulic climbing system;
Both sides in the first construction space between the second construction space that two cannot be installed hydraulic climbing device install hydraulic climbing device respectively, and utilize the hydraulic climbing device being installed on both sides in the first construction space to set up semi-girder truss, make semi-girder truss across and be covered in the top of the second construction space, form " middle seat in the plane is chosen and risen two side areas " outer climb in put forward hydraulic climbing system;
By installation activity hanging head on semi-girder truss, movable hanging head installs roll wheel assembly, roll wheel assembly is made to roll on the bottom i beam of semi-girder truss, utilize hoist cable to be hung by stay in place formwork to be located on movable hanging head, thus the matched moulds of the roll wheel assembly adjustment structure template of movable hanging head can be utilized and move back mould.
Accompanying drawing explanation
Fig. 1 is the plane distribution schematic diagram of the agent structure of the utility model hydraulic climbing formwork structure.
Fig. 2 is the plane enlarged diagram of region a in Fig. 1.
Fig. 3 is the plane enlarged diagram of region b in Fig. 1.
Fig. 4 ~ Fig. 6 is the working drawing of the region a of the utility model hydraulic climbing formwork structure.
Fig. 7 is the mounting structure schematic diagram of movable hanging head of the present utility model.
The working drawing of the region b of Fig. 8 ~ Figure 10 the utility model hydraulic climbing formwork structure.
Detailed description of the invention
Below in conjunction with the drawings and the specific embodiments, the utility model is described in further detail.
First consult shown in Fig. 1 ~ Fig. 3, hydraulic climbing formwork structure of the present utility model is mainly used in the hydraulic climbing mould construction in the agent structure 21 at least comprising the first construction space 201 and the second construction space 202.
Fig. 1 is the plan view of the utility model agent structure 21, in this agent structure 21, there is more construction space, at least include the first construction space 201 and the second construction space 202, Fig. 2 and Fig. 3 is the node amplification view of region a in this agent structure 21 and region b part respectively, as shown in Figures 2 and 3, be provided with hydraulic climbing device 11 in first construction space 201, and due to causes such as narrow spaces, hydraulic climbing device 11 cannot be installed in the second construction space 202.
Again shown in composition graphs 4 ~ Fig. 6, hydraulic climbing formwork structure of the present utility model adopts and arrange hydraulic climbing device 11 in the first construction space 201, as shown in Figure 4, this hydraulic climbing device 11 mainly comprises hydraulic jack 111 and the attached wall be located on hydraulic jack 111 climbs rail 112, climb on rail 112 at attached wall and set up hydraulic climbing scaffold 113, set up semi-girder truss 12 at the top of hydraulic climbing scaffold 113, and make this semi-girder truss 12 across and be covered in the top of the second construction space 202 cannot installing hydraulic climbing device 11, as shown in Figure 5, then by the construction equipment of second construction space 202 that is used for constructing, as operating platform 14 and stay in place formwork 13 etc., hang on semi-girder truss 12, the hydraulic climbing device 11 of the first construction space 201 just can be utilized to carry out the structure that Synchronous lifting is constructed in the second construction space 202, as shown in Figure 6, easy construction and safe and reliable, greatly save the usage quantity of hydraulic climbing device 11, reduce construction cost, improve efficiency of construction, especially, also efficiently solve the problem cannot implementing hydraulic climbing mould construction due to hydraulic climbing device cannot be arranged in the second construction space 202, realize synchronously climbing of the external and internal compositions template of the second construction space.
Construction equipment for the second construction space 202 of constructing comprises operating platform 14 and stay in place formwork 13 etc., operating platform 14 is directly fixed on the i beam 121 bottom semi-girder truss 12, to construct the structure in the second construction space 202 for worker stands Rob Roy, coordinate again shown in Fig. 7, i beam 121 bottom semi-girder truss 12 is set up in the top of hydraulic climbing scaffold 113, installation activity hanging head 15 on i beam 121, movable hanging head 15 is provided with roll wheel assembly, this movable hanging head 15 can be moved along i beam 121 by this roll wheel assembly, movable hanging head 15 is arranged for hanging the hoist cable 16 establishing stay in place formwork 13, thus utilization activity hanging head 15 and hoist cable 16 realize hanging the stay in place formwork 13 for the second construction space 202 of constructing on semi-girder truss 12, workman can install the operations such as installation by what stand on that operating platform 14 carries out stay in place formwork 13.
As shown in Figure 7, movable hanging head 15 comprises hanging head body 151, and is located at roll wheel assembly, depression bar 153 and the peg 154 on hanging head body 151.Roll wheel assembly is located at the top of hanging head body 151, the roller 152 rolled respectively on the lower wing plate 1211 both sides upper surface of i beam 121 by two forms, utilize roller 152 to roll on the upper surface of lower wing plate 1211 both sides of i beam 121, movable hanging head 15 can be moved along i beam 121.Realize regulating the matched moulds of the stay in place formwork 13 be hung on movable hanging head 15 and moving back mould, easy construction, solve the difficult problem that in small space, hydraulic climbing device cannot be installed, realize inner and outer template Synchronous lifting, improve construction speed.
Further, weld baffle plate respectively at lower wing plate 1211 two ends of i beam 121, to limit the rolling scope of roll wheel assembly, prevent roll wheel assembly from falling from i beam 121 in moving process.
The position below the lower wing plate 1211 of the i beam 121 of corresponding roll wheel assembly is located at by depression bar 153, the lower wing plate 1211 of i beam 121 is used for be limited between depression bar 153 and roll wheel assembly, prevent in roll wheel assembly rolling process and beat between i beam 121 lower wing plate 1211 and fall, depression bar 153 can also be arranged to rolling bearing, ensure to can be movable relatively between depression bar 153 and lower wing plate 1211, avoid depression bar 153 to hinder the movement of arriving movable hanging head 15.
Peg 154 is located at the bottom of hanging head body 151, peg 154 is provided with suspension centre 155, suspension centre 155 is provided with for hanging the hoist cable 16 establishing template, one end of hoist cable 16 is located on suspension centre 155, the other end of hoist cable 16 connects template 13 and operating platform 14, by hoist cable 16, stay in place formwork 13 and operating platform 14 are hung on movable hanging head 15, afterwards by movable hanging head 15 and the connection of semi-girder truss 12, template 13 and operating platform 14 are hung on semi-girder truss 12.
According to the requirement of actual working condition of site operation, the utility model gives hydraulic climbing formwork structure and the construction method thereof of two kinds of forms, adopt in a of region form outer of " seat in the plane, both sides lifting zone line " climb in put forward hydraulic climbing system; And adopt in the b of region form outer of " middle seat in the plane is chosen and risen two side areas " climb in put forward hydraulic climbing system, specific as follows:
" seat in the plane, the both sides lifting zone line " of embodiment 1 region a:
Coordinate shown in Fig. 2 and Fig. 4 ~ 6, the four walls body of existing side by side adjacent in construction agent structure 21, this four stifled existing side by side between adjacent body of wall forms three construction spaces, the hydraulic jack 111 and the attached wall that the body of wall 101 of having constructed of the side in two construction spaces of both sides are arranged hydraulic climbing device 11 climb rail 112, as the first construction area 201 being provided with hydraulic climbing device 11; And will the construction space being positioned at centre of hydraulic climbing device 11 be installed as the second construction space 202, above-mentioned hydraulic climbing device 11 be installed in four walls body be positioned at outermost two wall bodies corresponding inside wall on, the second construction space 202 of constructing comprises step:
As shown in Figure 5, climb on rail 112 in the attached wall of hydraulic climbing device 11 hydraulic climbing scaffold 113 is installed;
The semi-girder truss 12 be across above the first construction space 201 and the second construction space 202 is set up in the top of hydraulic climbing scaffold 113;
The operating platform 14 for the second construction space 202 of constructing and stay in place formwork 13 is hung on semi-girder truss 12;
To be onstructed complete the second construction space 202 be positioned at the bar construction of the body of wall to be onstructed 102 above body of wall 101 of constructing after, carry out the formwork erection that operating platform 14 and stay in place formwork 13 carry out body of wall 102 to be onstructed to install, to construct body of wall 102 to be onstructed, as shown in Figure 6;
After body of wall 102 has been constructed, operating platform 14 and stay in place formwork 13 is utilized to construct the second construction space 202, and the wall body structure of the second construction space 202 of successively constructing with the lifting of the hydraulic climbing device 11 in the first construction space 201 of both sides, utilize the hydraulic climbing device 11 installed in the first construction space 201 to realize implementing hydraulic climbing mould construction in the second construction space 202 cannot installing hydraulic climbing device 11, realize synchronously climbing and installing of the external and internal compositions template 13 of the second construction space 202;
Complete the form of " seat in the plane, both sides lifting zone line " outer climb in propose the construction of hydraulic climbing system.
" middle seat in the plane is chosen and is risen two side areas " of embodiment 2 region b:
Coordinate shown in Fig. 3 and Fig. 8 ~ 10, the four walls body of existing side by side adjacent in construction agent structure 21, this four stifled existing side by side between adjacent body of wall forms three construction spaces, hydraulic jack 111 and attached wall that the body of wall 101 of having constructed of both sides being positioned at middle construction space arranges hydraulic climbing device 11 climb rail 112, as the first construction area 201 being provided with hydraulic climbing device 11; And will the construction space being positioned at both sides of hydraulic climbing device 11 be installed as the second construction space 202, above-mentioned hydraulic climbing device 11 is installed in four walls body on the corresponding inside wall of the two wall bodies being positioned at centre, and the second construction space 202 of constructing comprises step:
As shown in Figure 9, climb on rail 112 in the attached wall of hydraulic climbing device 11 hydraulic climbing scaffold 113 is installed;
The semi-girder truss 12 be across above the first construction space 201 and the second construction space 202 is set up in the top of hydraulic climbing scaffold 113;
The operating platform 14 for the second construction space 202 of constructing and stay in place formwork 13 is hung on semi-girder truss 12;
To be onstructed complete the second construction space 202 be positioned at the bar construction of the body of wall to be onstructed 102 above body of wall 101 of constructing after, carry out the formwork erection that operating platform 14 and stay in place formwork 13 carry out body of wall 102 to be onstructed to install, to construct body of wall 102 to be onstructed, as shown in Figure 6;
After body of wall 102 has been constructed, operating platform 14 and stay in place formwork 13 is utilized to construct the second construction space 202, and the wall body structure of the second construction space 202 of successively constructing with the lifting of the hydraulic climbing device 11 in the first construction space 201 of both sides, utilize the hydraulic climbing device 11 installed in the first construction space 201 to realize implementing hydraulic climbing mould construction in the second construction space 202 cannot installing hydraulic climbing device 11, realize synchronously climbing and installing of the external and internal compositions template 13 of the second construction space 202;
Complete the form of " middle seat in the plane is chosen and risen two side areas " outer climb in propose the construction of hydraulic climbing system.
Hydraulic climbing formwork structure of the present utility model sets up semi-girder truss 12 by the hydraulic climbing device 11 installed in the first construction space 201 in agent structure 21, make semi-girder truss 12 across the second construction space 202 be covered in agent structure 21, and the construction equipment such as operating platform 14 and stay in place formwork 13 hung on semi-girder truss 12 for the second construction space 202 of constructing, thus utilize and be arranged on hydraulic climbing device 11 in the first construction space 201 and carry out the construction equipment of Synchronous lifting second construction space 202, realize implementing hydraulic climbing mould construction in the second construction space 202 cannot installing hydraulic climbing device 11, realize synchronously climbing of the external and internal compositions template of the second construction space,
Cannot install hydraulic climbing device 11 the second construction space 202 both sides the first construction space 201 in hydraulic climbing device is installed, and utilize the hydraulic climbing device 11 be installed in the first construction space 201 to set up semi-girder truss 12, make semi-girder truss 12 across and be covered in the top of the second construction space 202, form " seat in the plane, both sides lifting zone line " outer climb in put forward hydraulic climbing system;
Both sides in the first construction space 201 between the second construction space 202 that two cannot be installed hydraulic climbing device 11 install hydraulic climbing device 11 respectively, and utilize the hydraulic climbing device 11 being installed on both sides in the first construction space 201 to set up semi-girder truss 12, make semi-girder truss 12 across and be covered in the top of the second construction space 202, form " middle seat in the plane is chosen and risen two side areas " outer climb in put forward hydraulic climbing system;
By installation activity hanging head 15 on semi-girder truss 11, movable hanging head 15 installs roll wheel assembly, roll wheel assembly is made to roll on the bottom i beam 121 of semi-girder truss 12, utilize hoist cable to be hung by stay in place formwork 13 to be located on movable hanging head, thus the matched moulds of the roll wheel assembly adjustment structure template 13 of movable hanging head 15 can be utilized and move back mould.
Below by reference to the accompanying drawings and embodiment the utility model has been described in detail, 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 (6)
1. a hydraulic climbing formwork structure, it is characterized in that: in agent structure, at least comprise the first construction space and the second construction space, hydraulic climbing device is provided with in described first construction space, described hydraulic climbing device is provided with hydraulic climbing scaffold, the top of described hydraulic climbing scaffold is erected with the semi-girder truss be across above described second construction space, described semi-girder truss is linked with the construction equipment for described second construction space of constructing.
2. hydraulic climbing formwork structure as claimed in claim 1, it is characterized in that: described agent structure comprises one second construction space and is positioned at two the first construction spaces of described second construction space both sides, side in described two the first construction spaces is separately installed with described hydraulic climbing device, described hydraulic climbing device is provided with described hydraulic climbing scaffold, described semi-girder truss is erected on the top of described hydraulic climbing scaffold, and described semi-girder truss is across the top of described first construction space and described second construction space.
3. hydraulic climbing formwork structure as claimed in claim 1, it is characterized in that: described agent structure comprises one first construction space and is positioned at two the second construction spaces of described first construction space both sides, both sides in described first construction space are separately installed with hydraulic climbing device, described hydraulic climbing device is provided with described hydraulic climbing scaffold, described semi-girder truss is erected on the top of described hydraulic climbing scaffold, and described semi-girder truss is across the top of described first construction space and described second construction space.
4. the hydraulic climbing formwork structure according to any one of Claims 2 or 3, is characterized in that: described hydraulic climbing device comprises hydraulic jack and the attached wall be located on described hydraulic jack climbs rail, and described hydraulic climbing scaffold is located at described attached wall and is climbed on rail.
5. hydraulic climbing formwork structure as claimed in claim 4, it is characterized in that: the bottom of described semi-girder truss is provided with i beam, described i beam is set up in the top of described hydraulic climbing scaffold, described movable hanging head comprises hanging head body and is located at the roll wheel assembly on described hanging head body, and described roll wheel assembly rolls on the upper surface of the lower wing plate of described i beam.
6. hydraulic climbing formwork structure as claimed in claim 5, it is characterized in that: described hanging head body is also provided with depression bar, the position below the lower wing plate of the described i beam of corresponding described roll wheel assembly is located at by described depression bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520128637.9U CN204645604U (en) | 2015-03-06 | 2015-03-06 | Hydraulic climbing formwork structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520128637.9U CN204645604U (en) | 2015-03-06 | 2015-03-06 | Hydraulic climbing formwork structure |
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| CN204645604U true CN204645604U (en) | 2015-09-16 |
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| CN201520128637.9U Expired - Fee Related CN204645604U (en) | 2015-03-06 | 2015-03-06 | Hydraulic climbing formwork structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104847108A (en) * | 2015-03-06 | 2015-08-19 | 中国建筑第八工程局有限公司 | Hydraulic climbing formwork structure and construction method of hydraulic climbing formwork structure |
-
2015
- 2015-03-06 CN CN201520128637.9U patent/CN204645604U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104847108A (en) * | 2015-03-06 | 2015-08-19 | 中国建筑第八工程局有限公司 | Hydraulic climbing formwork structure and construction method of hydraulic climbing formwork structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150916 Termination date: 20210306 |