CN207419521U - Integral movable type rack template in underground pipe gallery construction - Google Patents

Integral movable type rack template in underground pipe gallery construction Download PDF

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Publication number
CN207419521U
CN207419521U CN201721209169.3U CN201721209169U CN207419521U CN 207419521 U CN207419521 U CN 207419521U CN 201721209169 U CN201721209169 U CN 201721209169U CN 207419521 U CN207419521 U CN 207419521U
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China
Prior art keywords
mould bases
steel
interior wall
secondary beam
outside
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CN201721209169.3U
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Inventor
何宏盛
何志祥
徐海林
刘磊
胡柱奎
王圣涛
赵自静
王安会
阮立峰
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China Tiesiju Civil Engineering Group Co Ltd CTCE Group
First Engineering Co Ltd of CTCE Group
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China Tiesiju Civil Engineering Group Co Ltd CTCE Group
First Engineering Co Ltd of CTCE Group
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Abstract

A kind of integral movable type rack template in constructing the utility model discloses underground pipe gallery, which includes inside mould bases and outside mould bases, inside mould bases, to be spliced by top plate mould bases, two groups of interior wall mould bases and medial cradle.After the completion of the inside mould bases of the utility model is assembled outside the venue lift into hole, it avoids cumbersome falsework and sets up operation, and inside mould bases and outside mould bases carry out running fix by walker, then carry out subsequent molding and reinforce, the duration is shortened, reduces construction cost;The inside mould bases of the utility model is supported and is reinforced by medial cradle, ensure that the overall stability of inside die carrier structure.

Description

Integral movable type rack template in underground pipe gallery construction
Technical field
The utility model is related to underground pipe gallery construction fields, are specifically a kind of be applied in underground pipe gallery construction Integral movable type rack template.
Background technology
With the development of economy, the expansion of city size and the continuous improvement of up-to-dateness, Urban Buried Pipeline Network are also got over Come huger, intensive, species is also more and more various.Compared with the fast development of Urban Buried Pipeline Network, to City Buried Pipeline Management but seem hysteresis, do not adapt to the increased requirement of pipe network business, and largely constrain city hair Exhibition.More ground such as Guangxi, Shandong, Sichuan start underground pipe gallery construction project at present, and China's underground pipe gallery construction, which has been stepped into, to be added The fast phase.
At present, in underground pipe gallery is built, main structure construction is mostly carried out using the lumps of wood, template cooperation steel pipe support system Construction, and common templates rack construction process is various, the assembling and disassembling time is long, and steel pipe support hiring cost is higher, plank sheathing week Its construction quality is difficult to ensure that after turning repeatedly.
Utility model content
The technical problem to be solved by the present invention is to provide the whole shiftings in a kind of construction applied to underground pipe gallery Dynamic formula rack template can quickly and easily carry out Pipe rack construction operation, to shorten the construction period and cost-effective.
The technical solution of the utility model is:
A kind of integral movable type rack template in construction applied to underground pipe gallery, includes inside mould bases and outside Mould bases, the inside mould bases include top plate mould bases, two groups of interior wall mould bases and medial cradle;
The medial cradle include the more montants being vertically arranged, more it is horizontally disposed and be connected to adjacent montant it Between cross bar, be connected to montant bottom inside walker and multigroup side stay adjuster;Two groups of interior wall mould bases include Have the interior wall being vertically arranged waterproof clamping plate, more be connected on interior wall waterproof clamping plate inner face and be arranged in parallel from top to bottom interior Wall steel secondary beam and more interior wall honeycomb steel being fixedly connected on the inside of interior wall steel secondary beam and with interior wall steel secondary beam are arranged at, more Interior wall honeycomb steel is vertically arranged and is mutually perpendicular to interior wall steel secondary beam, the interior wall waterproof clamping plate inner end of described two groups of interior wall mould bases Face is oppositely arranged;The top plate mould bases include horizontally disposed top waterproof clamping plate, more be connected to top waterproof clamping plate The top steel secondary beam that is arranged in parallel on lower face and from left to right and be arranged at below the steel secondary beam of top and with top steel secondary beam More horizontal honeycomb steel being fixedly connected, more horizontal honeycomb steel are horizontally disposed with and are mutually perpendicular to more top steel secondary beams;Institute The top for the medial cradle montant stated is fixedly connected with corresponding horizontal honeycomb steel;Every group of side stay adjuster is worn there are one including Excessive root montant and the horizontal brace rod being fixedly connected with more montants and two external thread rods, the both ends of horizontal brace rod are set There is internal thread hole, the outer end of two external thread rods is respectively fixedly connected on the interior wall honeycomb steel of two groups of interior wall mould bases, and two outer The inner end of threaded rod is screwed together respectively with the both ends of horizontal brace rod;
The outside mould bases include the external wall waterproof clamping plate being vertically arranged, more be connected to external wall waterproof clamping plate outer end The exterior wall steel secondary beam that is arranged in parallel on face and from top to bottom is arranged on the outside of exterior wall steel secondary beam and is fixedly connected with exterior wall steel secondary beam More exterior wall honeycomb steel and be connected to the outside walker of exterior wall honeycomb steel bottom, the more exterior wall honeycomb steel erect It is straight to set and be mutually perpendicular to more exterior wall steel secondary beams.
The interior wall honeycomb steel of two groups of interior wall mould bases is two;The horizontal honeycomb steel of the top plate mould bases is Two;The exterior wall honeycomb steel of the outside mould bases is two.
The medial cradle further includes the more bracing pieces for being obliquely installed and being connected between adjacent montant.
More montant tops of the medial cradle are both provided with jacking, and each jacking and corresponding horizontal honeycomb steel are equal It is attached by two C-type clamps and I-beam, one of C-type clamp carries out the upper horizontal part of horizontal honeycomb steel and I-beam It is fixedly connected, the lower horizontal part of jacking and I-beam is fixedly connected by another C-type clamp.
The inside walker includes supporting frame, is slidably connected to positioning sleeve moving up and down on supporting frame The traveling wheel of supporting frame bottom is managed and is connected to, the bottom of the montant is set in locating sleeve and connects with locating sleeve It connects.
Multiple external mold reinforcing devices are connected on the outside of the exterior wall honeycomb steel, each external mold reinforcing device includes mutually The inner sleeve and outer tube of socket, the inner end of inner sleeve are fixed on exterior wall honeycomb steel, and the outer end of inner sleeve is set in housing The inner ring of pipe inner end is simultaneously fixedly connected.
Top of the both ends of the top plate mould bases respectively with corresponding interior wall mould bases is attached by corner connector.
The advantages of the utility model:
Lift into hole after the completion of the inside mould bases of the utility model is assembled outside the venue, avoid cumbersome falsework Operation is set up, and inside mould bases and outside mould bases carry out running fix by walker, then carry out subsequent molding and add Gu shortening the duration, construction cost is reduced;The inside mould bases of the utility model is supported and is reinforced by medial cradle, It ensure that the overall stability of inside die carrier structure;The erection of the utility model outer side mold is equipped with external mold reinforcing device, ensure that outside The stability of mould bases fixed structure.
Description of the drawings
Fig. 1 is the structure diagram of mould bases on the inside of the utility model.
Fig. 2 is the structure diagram of the utility model interior wall mould bases inner face.
Fig. 3 is the A portions enlarged drawing in Fig. 1.
Fig. 4 is the B portions enlarged drawing in Fig. 1.
Fig. 5 is the C portions enlarged drawing in Fig. 1.
Fig. 6 is the structure diagram of mould bases on the outside of the utility model.
Fig. 7 is the D portions enlarged drawing in Fig. 6.
Fig. 8 is the E portions enlarged drawing in Fig. 6.
Fig. 9 is the structure diagram of walker on the inside of the utility model.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work All other embodiments obtained shall fall within the protection scope of the present invention.
See Fig. 1-Fig. 9, the integral movable type rack template in a kind of construction applied to underground pipe gallery includes inside Mould bases and outside mould bases, inside mould bases include top plate mould bases, two groups of interior wall mould bases and medial cradle, the both ends point of top plate mould bases Top not with corresponding interior wall mould bases is attached by corner connector 21;
Medial cradle include the more montants being vertically arranged 1, more it is horizontally disposed and be connected between adjacent montant 1 Cross bar 2, the more bracing pieces 3 for being obliquely installed and being connected between adjacent montant 1, the inside walker for being connected to 1 bottom of montant 4th, the jacking 5 on every 1 top of montant and multigroup side stay adjuster are arranged at;
Two groups of interior wall mould bases include the interior wall waterproof clamping plate 6 being vertically arranged, more be connected in interior wall waterproof clamping plate 6 The interior wall steel secondary beam 7 that is arranged in parallel on end face and from top to bottom and be arranged at 7 inside of interior wall steel secondary beam and with interior wall steel secondary beam 7 two interior wall honeycomb steel 8 being fixedly connected, two interior wall honeycomb steel 8 are vertically arranged and are mutually perpendicular to interior wall steel secondary beam 7, two 6 inner face of interior wall waterproof clamping plate of group interior wall mould bases is oppositely arranged;
Top plate mould bases include horizontally disposed top waterproof clamping plate 9, more be connected on 9 lower face of top waterproof clamping plate And the top steel secondary beam 10 that is from left to right arranged in parallel and it is arranged at 10 lower section of top steel secondary beam and solid with top steel secondary beam 10 Surely the two horizontal honeycomb steel 11 connected, two horizontal honeycomb steel 11 are horizontally disposed and mutually hang down with more top steel secondary beams 10 Directly, each jacking 5 of medial cradle and corresponding horizontal honeycomb steel 11 are connected by two C-type clamps 12 and I-beam 13 It connects, the upper horizontal part of horizontal honeycomb steel 11 and I-beam 13 is fixedly connected by one of C-type clamp 12, another C-type clamp 12 are fixedly connected jacking 5 and the lower horizontal part of I-beam 13;
Every group of side stay adjuster is included there are one the level for passing through more montants 1 and being fixedly connected with more montants 1 even Extension bar 14 and two external thread rods 15, horizontal brace rod 14 are provided at both ends with internal thread hole, the outer end of two external thread rods 15 Be respectively fixedly connected on the interior wall honeycomb steel 8 of two groups of interior wall mould bases, the inner ends of two external thread rods 15 respectively with horizontal connection The both ends of bar 14 are screwed together;
Outside mould bases include the external wall waterproof clamping plate 16 being vertically arranged, more be connected to 16 outer end face of external wall waterproof clamping plate It is upper and be arranged in parallel from top to bottom exterior wall steel secondary beam 17, be arranged at 17 outside of exterior wall steel secondary beam and fixed with exterior wall steel secondary beam 17 Two exterior wall honeycomb steel 18 of connection are connected to the outside walker 19 of 18 bottom of exterior wall honeycomb steel and are connected to exterior wall honeycomb steel Multiple external mold reinforcing devices 20 in 18 outsides, two exterior wall honeycomb steel 18 are vertically arranged and mutually hang down with more exterior wall steel secondary beams 17 Directly, each external mold reinforcing device 20 includes the inner sleeve 201 being mutually socketed and outer tube 202, and the inner end of inner sleeve 201 is fixed In on exterior wall honeycomb steel 18, the outer end of inner sleeve 201 is set in the inner ring of 202 inner end of outer tube and is fixedly connected.
Wherein, inside walker 4 include supporting frame 41, be slidably connected to it is moving up and down fixed on supporting frame 41 Position casing 42 and the traveling wheel 43 for being connected to 41 bottom of supporting frame, the bottom of montant 1 are set in locating sleeve 42 and with determining Position casing 42 connects, when locating sleeve 42 moves up and down, so as to which the top plate mould bases on medial cradle top be driven to carry out rising-falling tone Section.
A kind of construction method of integral movable type rack template, has specifically included following steps:
(1), assembled good medial cradle is lifted into foundation pit, and pass through inside walker 4 to be moved to piping lane corresponding Position;
(2), adjust the height of inside walker locating sleeve 42, the top plate mould bases on medial cradle top is made to reach corresponding Highly;
(3), adjust the position of corner connector 21, extend out two groups of interior wall mould bases to being sized, then adjust interior wall mould bases Verticality, after interior wall mould bases is made to be placed in corresponding position, finally by two outer spiral shells on horizontal brace rod 14 and interior wall mould bases Rasp bar 15 is screwed together, and completes the reinforcing of interior wall mould bases;
(4), by step(1)-(3)It continuously installs successively and adjusts the interior wall mould bases of each unit, complete the conjunction of interior wall mould bases Mould is with reinforcing;
(5), lifting outside mould bases on the guide rail 23 pre-set, outside walker 19 is moved along corresponding guide rail 22 Outside mould bases is moved to corresponding position.
(6), using external mold reinforcing device 20 adjust outside mould bases, make outside mould bases adjust to corresponding position keep it is vertical and add It fastens real;
(7), the outside mould bases continuously installing successively and adjust each unit, complete the molding and reinforcing of outside mould bases;
(8), in rack template casting concrete, after treating that concreting is completed and conserves detachable intensity, Start to remove outside mould bases, unclamp external mold reinforcing device 20 first, outside mould bases is moved to next segment along guide rail 22, complete The movement of outside mould bases.
(9), horizontal brace rod 14 removed, and adjust the position of corner connector 21, inside contract interior wall mould bases, and adjust The height of inside walker locating sleeve 42 lowers the top plate mould bases height on medial cradle top, completes two groups of interior wall mould bases With inside contracting for top plate mould bases.
(10), inside walker 4 move inside mould bases to next segment along corresponding guide rail 22, completion interior wall mould bases It is mobile.
(11), repeat the above steps(1)-(10)Complete the construction of underground pipe gallery agent structure.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art, It is appreciated that in the case where not departing from the principle of the utility model and spirit can these embodiments be carried out with a variety of variations, repaiied Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.

Claims (7)

1. a kind of integral movable type rack template in construction applied to underground pipe gallery, it is characterised in that:Include inside Mould bases and outside mould bases, the inside mould bases include top plate mould bases, two groups of interior wall mould bases and medial cradle;
The medial cradle include the more montants being vertically arranged, more it is horizontally disposed and be connected between adjacent montant Cross bar, the inside walker for being connected to montant bottom and multigroup side stay adjuster;Two groups of interior wall mould bases include perpendicular The interior wall waterproof clamping plate that directly sets, more be connected to the interior wall steel being arranged in parallel on interior wall waterproof clamping plate inner face and from top to bottom Secondary beam and it is arranged at more interior wall honeycomb steel being fixedly connected on the inside of interior wall steel secondary beam and with interior wall steel secondary beam, more interior walls Honeycomb steel is vertically arranged and is mutually perpendicular to interior wall steel secondary beam, the interior wall waterproof clamping plate inner face phase of described two groups of interior wall mould bases To setting;The top plate mould bases include horizontally disposed top waterproof clamping plate, more be connected to top waterproof clamping plate lower end It the top steel secondary beam that is arranged in parallel on face and from left to right and is arranged at below the steel secondary beam of top and is fixed with top steel secondary beam The horizontal honeycomb steel of more of connection, more horizontal honeycomb steel are horizontally disposed with and are mutually perpendicular to more top steel secondary beams;Described The top of medial cradle montant is fixedly connected with corresponding horizontal honeycomb steel;Every group of side stay adjuster includes more there are one passing through Root montant and the horizontal brace rod being fixedly connected with more montants and two external thread rods, being provided at both ends with for horizontal brace rod are interior Threaded hole, the outer ends of two external thread rods are respectively fixedly connected on the interior wall honeycomb steel of two groups of interior wall mould bases, two external screw threads The inner end of bar is screwed together respectively with the both ends of horizontal brace rod;
The outside mould bases include the external wall waterproof clamping plate being vertically arranged, more be connected on external wall waterproof clamping plate outer end face And be arranged in parallel from top to bottom exterior wall steel secondary beam, be arranged on the outside of exterior wall steel secondary beam and be fixedly connected with exterior wall steel secondary beam more Root exterior wall honeycomb steel and the outside walker for being connected to exterior wall honeycomb steel bottom, the more exterior wall honeycomb steel are set vertically It puts and is mutually perpendicular to more exterior wall steel secondary beams.
2. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 1, It is characterized in that:The interior wall honeycomb steel of two groups of interior wall mould bases is two;The horizontal honeycomb steel of the top plate mould bases is equal For two;The exterior wall honeycomb steel of the outside mould bases is two.
3. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 1, It is characterized in that:The medial cradle further includes the more bracing pieces for being obliquely installed and being connected between adjacent montant.
4. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 1, It is characterized in that:More montant tops of the medial cradle are both provided with jacking, each jacking and corresponding horizontal honeycomb steel Be attached by two C-type clamps and I-beam, one of C-type clamp by the upper horizontal part of horizontal honeycomb steel and I-beam into Row is fixedly connected, and the lower horizontal part of jacking and I-beam is fixedly connected by another C-type clamp.
5. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 1, It is characterized in that:The inside walker includes supporting frame, is slidably connected to positioning moving up and down on supporting frame Casing and the traveling wheel for being connected to supporting frame bottom, the bottom of the montant is set in locating sleeve and and locating sleeve Connection.
6. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 5, It is characterized in that:Multiple external mold reinforcing devices are connected on the outside of the exterior wall honeycomb steel, each external mold reinforcing device includes phase The inner sleeve and outer tube being mutually socketed, the inner end of inner sleeve are fixed on exterior wall honeycomb steel, and the outer end of inner sleeve is set in outside The inner ring of casing inner end is simultaneously fixedly connected.
7. the integral movable type rack template in a kind of construction applied to underground pipe gallery according to claim 6, It is characterized in that:Top of the both ends of the top plate mould bases respectively with corresponding interior wall mould bases is attached by corner connector.
CN201721209169.3U 2017-09-20 2017-09-20 Integral movable type rack template in underground pipe gallery construction Active CN207419521U (en)

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Application Number Priority Date Filing Date Title
CN201721209169.3U CN207419521U (en) 2017-09-20 2017-09-20 Integral movable type rack template in underground pipe gallery construction

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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107460889A (en) * 2017-09-20 2017-12-12 中铁四局集团有限公司 Integral movable type rack template and its construction method in underground pipe gallery construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107460889A (en) * 2017-09-20 2017-12-12 中铁四局集团有限公司 Integral movable type rack template and its construction method in underground pipe gallery construction

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GR01 Patent grant
GR01 Patent grant
CP02 Change in the address of a patent holder
CP02 Change in the address of a patent holder

Address after: Wangjiang Road in Baohe District of Hefei city of Anhui Province, No. 96 230023

Co-patentee after: THE FIRST ENGINEERING CO., LTD. OF CTCE Group

Patentee after: CHINA TIESIJU CIVIL ENGINEERING GROUP Co.,Ltd.

Address before: 230023 technical center of China Railway four Bureau, No. 96 Wangjiang East Road, Anhui, 618, Hefei

Co-patentee before: THE FIRST ENGINEERING CO., LTD. OF CTCE Group

Patentee before: CHINA TIESIJU CIVIL ENGINEERING GROUP Co.,Ltd.